id	sid	tid	token	lemma	pos
aiti-9196	1	1	microsoft	microsoft	PROPN
aiti-9196	1	2	word	word	NOUN
aiti-9196	1	3	2	2	NUM
aiti-9196	1	4	-	-	PUNCT
aiti-9196	1	5	v8n3(2023)-aiti#9196(177	v8n3(2023)-aiti#9196(177	NOUN
aiti-9196	1	6	-	-	PUNCT
aiti-9196	1	7	191).docx	191).docx	NOUN
aiti-9196	1	8	advances	advance	NOUN
aiti-9196	1	9	in	in	ADP
aiti-9196	1	10	technology	technology	NOUN
aiti-9196	1	11	innovation	innovation	NOUN
aiti-9196	1	12	,	,	PUNCT
aiti-9196	1	13	vol	vol	NOUN
aiti-9196	1	14	.	.	PROPN
aiti-9196	1	15	8	8	NUM
aiti-9196	1	16	,	,	PUNCT
aiti-9196	1	17	no	no	INTJ
aiti-9196	1	18	.	.	NOUN
aiti-9196	1	19	3	3	NUM
aiti-9196	1	20	,	,	PUNCT
aiti-9196	1	21	2023	2023	NUM
aiti-9196	1	22	,	,	PUNCT
aiti-9196	1	23	pp	pp	ADJ
aiti-9196	1	24	.	.	PUNCT
aiti-9196	2	1	177	177	NUM
aiti-9196	2	2	-	-	SYM
aiti-9196	2	3	191	191	NUM
aiti-9196	2	4	english	english	ADJ
aiti-9196	2	5	language	language	NOUN
aiti-9196	2	6	proofreader	proofreader	NOUN
aiti-9196	2	7	:	:	PUNCT
aiti-9196	2	8	chih	chih	PROPN
aiti-9196	2	9	-	-	PUNCT
aiti-9196	2	10	wen	wen	PROPN
aiti-9196	2	11	teng	teng	PROPN
aiti-9196	2	12	innovative	innovative	PROPN
aiti-9196	2	13	steel	steel	NOUN
aiti-9196	2	14	pennon	pennon	NOUN
aiti-9196	2	15	plate	plate	NOUN
aiti-9196	2	16	-	-	PUNCT
aiti-9196	2	17	headed	head	VERB
aiti-9196	2	18	stud	stud	NOUN
aiti-9196	2	19	of	of	ADP
aiti-9196	2	20	shear	shear	NOUN
aiti-9196	2	21	connectors	connector	NOUN
aiti-9196	2	22	for	for	ADP
aiti-9196	2	23	composite	composite	ADJ
aiti-9196	2	24	structures	structure	NOUN
aiti-9196	2	25	rahul	rahul	PROPN
aiti-9196	2	26	tarachand	tarachand	PROPN
aiti-9196	2	27	pardeshi	pardeshi	PROPN
aiti-9196	2	28	*	*	PROPN
aiti-9196	2	29	,	,	PUNCT
aiti-9196	2	30	prakash	prakash	PROPN
aiti-9196	2	31	abhiram	abhiram	PROPN
aiti-9196	2	32	singh	singh	PROPN
aiti-9196	2	33	,	,	PUNCT
aiti-9196	2	34	yogesh	yogesh	PROPN
aiti-9196	2	35	deoram	deoram	PROPN
aiti-9196	2	36	patil	patil	PROPN
aiti-9196	2	37	department	department	PROPN
aiti-9196	2	38	of	of	ADP
aiti-9196	2	39	civil	civil	ADJ
aiti-9196	2	40	engineering	engineering	NOUN
aiti-9196	2	41	,	,	PUNCT
aiti-9196	2	42	sardar	sardar	PROPN
aiti-9196	2	43	vallabhbhai	vallabhbhai	PROPN
aiti-9196	2	44	national	national	PROPN
aiti-9196	2	45	institute	institute	PROPN
aiti-9196	2	46	of	of	ADP
aiti-9196	2	47	technology	technology	PROPN
aiti-9196	2	48	,	,	PUNCT
aiti-9196	2	49	surat	surat	PROPN
aiti-9196	2	50	,	,	PUNCT
aiti-9196	2	51	gujarat	gujarat	PROPN
aiti-9196	2	52	,	,	PUNCT
aiti-9196	2	53	india	india	PROPN
aiti-9196	2	54	received	receive	VERB
aiti-9196	2	55	04	04	NUM
aiti-9196	2	56	january	january	PROPN
aiti-9196	2	57	2022	2022	NUM
aiti-9196	2	58	;	;	PUNCT
aiti-9196	2	59	received	receive	VERB
aiti-9196	2	60	in	in	ADP
aiti-9196	2	61	revised	revise	VERB
aiti-9196	2	62	form	form	NOUN
aiti-9196	2	63	06	06	NUM
aiti-9196	2	64	may	may	PROPN
aiti-9196	2	65	2022	2022	NUM
aiti-9196	2	66	;	;	PUNCT
aiti-9196	2	67	accepted	accept	VERB
aiti-9196	2	68	15	15	NUM
aiti-9196	2	69	may	may	PROPN
aiti-9196	2	70	2022	2022	NUM
aiti-9196	2	71	doi	doi	NOUN
aiti-9196	2	72	:	:	PUNCT
aiti-9196	2	73	https://doi.org/10.46604/aiti.2023.9196	https://doi.org/10.46604/aiti.2023.9196	ADJ
aiti-9196	2	74	abstract	abstract	ADJ
aiti-9196	2	75	this	this	DET
aiti-9196	2	76	study	study	NOUN
aiti-9196	2	77	proposes	propose	VERB
aiti-9196	2	78	an	an	DET
aiti-9196	2	79	innovative	innovative	ADJ
aiti-9196	2	80	pennon	pennon	NOUN
aiti-9196	2	81	plate	plate	NOUN
aiti-9196	2	82	-	-	PUNCT
aiti-9196	2	83	headed	head	VERB
aiti-9196	2	84	stud	stud	NOUN
aiti-9196	2	85	of	of	ADP
aiti-9196	2	86	shear	shear	NOUN
aiti-9196	2	87	connectors	connector	NOUN
aiti-9196	2	88	.	.	PUNCT
aiti-9196	3	1	the	the	DET
aiti-9196	3	2	proposed	propose	VERB
aiti-9196	3	3	stud	stud	NOUN
aiti-9196	3	4	consists	consist	VERB
aiti-9196	3	5	of	of	ADP
aiti-9196	3	6	two	two	NUM
aiti-9196	3	7	triangular	triangular	ADV
aiti-9196	3	8	-	-	PUNCT
aiti-9196	3	9	shaped	shape	VERB
aiti-9196	3	10	steel	steel	NOUN
aiti-9196	3	11	plates	plate	NOUN
aiti-9196	3	12	on	on	ADP
aiti-9196	3	13	both	both	DET
aiti-9196	3	14	sides	side	NOUN
aiti-9196	3	15	of	of	ADP
aiti-9196	3	16	the	the	DET
aiti-9196	3	17	headed	head	VERB
aiti-9196	3	18	stud	stud	NOUN
aiti-9196	3	19	;	;	PUNCT
aiti-9196	3	20	it	it	PRON
aiti-9196	3	21	is	be	AUX
aiti-9196	3	22	expected	expect	VERB
aiti-9196	3	23	to	to	PART
aiti-9196	3	24	increase	increase	VERB
aiti-9196	3	25	the	the	DET
aiti-9196	3	26	shear	shear	NOUN
aiti-9196	3	27	capacity	capacity	NOUN
aiti-9196	3	28	of	of	ADP
aiti-9196	3	29	a	a	DET
aiti-9196	3	30	steel	steel	NOUN
aiti-9196	3	31	-	-	PUNCT
aiti-9196	3	32	concrete	concrete	ADJ
aiti-9196	3	33	composite	composite	ADJ
aiti-9196	3	34	connection	connection	NOUN
aiti-9196	3	35	.	.	PUNCT
aiti-9196	4	1	nonlinear	nonlinear	ADJ
aiti-9196	4	2	finite	finite	PROPN
aiti-9196	4	3	element	element	NOUN
aiti-9196	4	4	analysis	analysis	NOUN
aiti-9196	4	5	is	be	AUX
aiti-9196	4	6	carried	carry	VERB
aiti-9196	4	7	out	out	ADP
aiti-9196	4	8	using	use	VERB
aiti-9196	4	9	abaqus	abaqus	NOUN
aiti-9196	4	10	to	to	PART
aiti-9196	4	11	analyze	analyze	VERB
aiti-9196	4	12	the	the	DET
aiti-9196	4	13	response	response	NOUN
aiti-9196	4	14	of	of	ADP
aiti-9196	4	15	54	54	NUM
aiti-9196	4	16	models	model	NOUN
aiti-9196	4	17	of	of	ADP
aiti-9196	4	18	pph	pph	PROPN
aiti-9196	4	19	studs	stud	NOUN
aiti-9196	4	20	.	.	PUNCT
aiti-9196	5	1	a	a	DET
aiti-9196	5	2	full	full	ADJ
aiti-9196	5	3	factorial	factorial	NOUN
aiti-9196	5	4	design	design	NOUN
aiti-9196	5	5	and	and	CCONJ
aiti-9196	5	6	the	the	DET
aiti-9196	5	7	analysis	analysis	NOUN
aiti-9196	5	8	of	of	ADP
aiti-9196	5	9	variance	variance	NOUN
aiti-9196	5	10	are	be	AUX
aiti-9196	5	11	employed	employ	VERB
aiti-9196	5	12	in	in	ADP
aiti-9196	5	13	the	the	DET
aiti-9196	5	14	design	design	NOUN
aiti-9196	5	15	of	of	ADP
aiti-9196	5	16	experiments	experiment	NOUN
aiti-9196	5	17	(	(	PUNCT
aiti-9196	5	18	doe	doe	NOUN
aiti-9196	5	19	)	)	PUNCT
aiti-9196	5	20	.	.	PUNCT
aiti-9196	6	1	the	the	DET
aiti-9196	6	2	impacts	impact	NOUN
aiti-9196	6	3	of	of	ADP
aiti-9196	6	4	factors	factor	NOUN
aiti-9196	6	5	and	and	CCONJ
aiti-9196	6	6	their	their	PRON
aiti-9196	6	7	interactions	interaction	NOUN
aiti-9196	6	8	,	,	PUNCT
aiti-9196	6	9	such	such	ADJ
aiti-9196	6	10	as	as	ADP
aiti-9196	6	11	the	the	DET
aiti-9196	6	12	thickness	thickness	NOUN
aiti-9196	6	13	and	and	CCONJ
aiti-9196	6	14	height	height	NOUN
aiti-9196	6	15	of	of	ADP
aiti-9196	6	16	the	the	DET
aiti-9196	6	17	pennon	pennon	NOUN
aiti-9196	6	18	plates	plate	NOUN
aiti-9196	6	19	,	,	PUNCT
aiti-9196	6	20	concrete	concrete	ADJ
aiti-9196	6	21	grades	grade	NOUN
aiti-9196	6	22	,	,	PUNCT
aiti-9196	6	23	and	and	CCONJ
aiti-9196	6	24	stud	stud	PROPN
aiti-9196	6	25	diameters	diameter	NOUN
aiti-9196	6	26	,	,	PUNCT
aiti-9196	6	27	are	be	AUX
aiti-9196	6	28	captured	capture	VERB
aiti-9196	6	29	by	by	ADP
aiti-9196	6	30	using	use	VERB
aiti-9196	6	31	33	33	NUM
aiti-9196	6	32	×	×	NOUN
aiti-9196	6	33	21	21	NUM
aiti-9196	6	34	doe	doe	NOUN
aiti-9196	6	35	with	with	ADP
aiti-9196	6	36	a	a	DET
aiti-9196	6	37	5	5	NUM
aiti-9196	6	38	%	%	NOUN
aiti-9196	6	39	significance	significance	NOUN
aiti-9196	6	40	level	level	NOUN
aiti-9196	6	41	.	.	PUNCT
aiti-9196	7	1	the	the	DET
aiti-9196	7	2	results	result	NOUN
aiti-9196	7	3	show	show	VERB
aiti-9196	7	4	that	that	SCONJ
aiti-9196	7	5	the	the	DET
aiti-9196	7	6	ultimate	ultimate	ADJ
aiti-9196	7	7	shear	shear	NOUN
aiti-9196	7	8	resistance	resistance	NOUN
aiti-9196	7	9	is	be	AUX
aiti-9196	7	10	increased	increase	VERB
aiti-9196	7	11	apparently	apparently	ADV
aiti-9196	7	12	.	.	PUNCT
aiti-9196	8	1	additionally	additionally	ADV
aiti-9196	8	2	,	,	PUNCT
aiti-9196	8	3	the	the	DET
aiti-9196	8	4	concrete	concrete	ADJ
aiti-9196	8	5	grade	grade	NOUN
aiti-9196	8	6	and	and	CCONJ
aiti-9196	8	7	stud	stud	NOUN
aiti-9196	8	8	diameter	diameter	NOUN
aiti-9196	8	9	significantly	significantly	ADV
aiti-9196	8	10	influence	influence	VERB
aiti-9196	8	11	the	the	DET
aiti-9196	8	12	capacity	capacity	NOUN
aiti-9196	8	13	of	of	ADP
aiti-9196	8	14	the	the	DET
aiti-9196	8	15	connection	connection	NOUN
aiti-9196	8	16	.	.	PUNCT
aiti-9196	9	1	moreover	moreover	ADV
aiti-9196	9	2	,	,	PUNCT
aiti-9196	9	3	connection	connection	NOUN
aiti-9196	9	4	slip	slip	NOUN
aiti-9196	9	5	is	be	AUX
aiti-9196	9	6	greatly	greatly	ADV
aiti-9196	9	7	affected	affect	VERB
aiti-9196	9	8	by	by	ADP
aiti-9196	9	9	concrete	concrete	ADJ
aiti-9196	9	10	grade	grade	NOUN
aiti-9196	9	11	,	,	PUNCT
aiti-9196	9	12	the	the	DET
aiti-9196	9	13	height	height	NOUN
aiti-9196	9	14	of	of	ADP
aiti-9196	9	15	the	the	DET
aiti-9196	9	16	plate	plate	NOUN
aiti-9196	9	17	,	,	PUNCT
aiti-9196	9	18	and	and	CCONJ
aiti-9196	9	19	the	the	DET
aiti-9196	9	20	interaction	interaction	NOUN
aiti-9196	9	21	between	between	ADP
aiti-9196	9	22	plate	plate	NOUN
aiti-9196	9	23	thickness	thickness	NOUN
aiti-9196	9	24	and	and	CCONJ
aiti-9196	9	25	height	height	NOUN
aiti-9196	9	26	.	.	PUNCT
aiti-9196	10	1	keywords	keyword	NOUN
aiti-9196	10	2	:	:	PUNCT
aiti-9196	10	3	pushout	pushout	PROPN
aiti-9196	10	4	test	test	NOUN
aiti-9196	10	5	,	,	PUNCT
aiti-9196	10	6	pennon	pennon	NOUN
aiti-9196	10	7	plate	plate	NOUN
aiti-9196	10	8	-	-	PUNCT
aiti-9196	10	9	headed	head	VERB
aiti-9196	10	10	stud	stud	NOUN
aiti-9196	10	11	,	,	PUNCT
aiti-9196	10	12	headed	head	VERB
aiti-9196	10	13	stud	stud	NOUN
aiti-9196	10	14	,	,	PUNCT
aiti-9196	10	15	shear	shear	NOUN
aiti-9196	10	16	connector	connector	NOUN
aiti-9196	10	17	,	,	PUNCT
aiti-9196	10	18	composite	composite	ADJ
aiti-9196	10	19	structure	structure	NOUN
aiti-9196	10	20	1	1	NUM
aiti-9196	10	21	.	.	PUNCT
aiti-9196	10	22	introduction	introduction	NOUN
aiti-9196	10	23	fig	fig	NOUN
aiti-9196	10	24	.	.	PUNCT
aiti-9196	11	1	1	1	NUM
aiti-9196	11	2	shows	show	VERB
aiti-9196	11	3	a	a	DET
aiti-9196	11	4	composite	composite	ADJ
aiti-9196	11	5	construction	construction	NOUN
aiti-9196	11	6	that	that	PRON
aiti-9196	11	7	consists	consist	VERB
aiti-9196	11	8	of	of	ADP
aiti-9196	11	9	steel	steel	NOUN
aiti-9196	11	10	beams	beam	NOUN
aiti-9196	11	11	and	and	CCONJ
aiti-9196	11	12	reinforced	reinforce	VERB
aiti-9196	11	13	concrete	concrete	NOUN
aiti-9196	11	14	(	(	PUNCT
aiti-9196	11	15	rc	rc	NOUN
aiti-9196	11	16	)	)	PUNCT
aiti-9196	11	17	slabs	slab	NOUN
aiti-9196	11	18	.	.	PUNCT
aiti-9196	12	1	in	in	ADP
aiti-9196	12	2	this	this	DET
aiti-9196	12	3	composite	composite	ADJ
aiti-9196	12	4	construction	construction	NOUN
aiti-9196	12	5	,	,	PUNCT
aiti-9196	12	6	longitudinal	longitudinal	ADJ
aiti-9196	12	7	shear	shear	NOUN
aiti-9196	12	8	forces	force	NOUN
aiti-9196	12	9	are	be	AUX
aiti-9196	12	10	transmitted	transmit	VERB
aiti-9196	12	11	across	across	ADP
aiti-9196	12	12	the	the	DET
aiti-9196	12	13	interface	interface	NOUN
aiti-9196	12	14	through	through	ADP
aiti-9196	12	15	the	the	DET
aiti-9196	12	16	mechanical	mechanical	ADJ
aiti-9196	12	17	action	action	NOUN
aiti-9196	12	18	of	of	ADP
aiti-9196	12	19	shear	shear	NOUN
aiti-9196	12	20	connectors	connector	NOUN
aiti-9196	12	21	.	.	PUNCT
aiti-9196	13	1	composite	composite	ADJ
aiti-9196	13	2	structures	structure	NOUN
aiti-9196	13	3	are	be	AUX
aiti-9196	13	4	advantageous	advantageous	ADJ
aiti-9196	13	5	for	for	ADP
aiti-9196	13	6	reducing	reduce	VERB
aiti-9196	13	7	the	the	DET
aiti-9196	13	8	overall	overall	ADJ
aiti-9196	13	9	structural	structural	ADJ
aiti-9196	13	10	weight	weight	NOUN
aiti-9196	13	11	,	,	PUNCT
aiti-9196	13	12	boosting	boost	VERB
aiti-9196	13	13	load	load	NOUN
aiti-9196	13	14	capacity	capacity	NOUN
aiti-9196	13	15	,	,	PUNCT
aiti-9196	13	16	and	and	CCONJ
aiti-9196	13	17	reducing	reduce	VERB
aiti-9196	13	18	construction	construction	NOUN
aiti-9196	13	19	depth	depth	NOUN
aiti-9196	13	20	.	.	PUNCT
aiti-9196	14	1	therefore	therefore	ADV
aiti-9196	14	2	,	,	PUNCT
aiti-9196	14	3	it	it	PRON
aiti-9196	14	4	is	be	AUX
aiti-9196	14	5	widely	widely	ADV
aiti-9196	14	6	adopted	adopt	VERB
aiti-9196	14	7	in	in	ADP
aiti-9196	14	8	the	the	DET
aiti-9196	14	9	construction	construction	NOUN
aiti-9196	14	10	of	of	ADP
aiti-9196	14	11	modern	modern	ADJ
aiti-9196	14	12	buildings	building	NOUN
aiti-9196	14	13	and	and	CCONJ
aiti-9196	14	14	highway	highway	NOUN
aiti-9196	14	15	bridges	bridge	NOUN
aiti-9196	14	16	.	.	PUNCT
aiti-9196	15	1	headed	head	VERB
aiti-9196	15	2	stud	stud	NOUN
aiti-9196	15	3	shear	shear	PROPN
aiti-9196	15	4	connectors	connector	NOUN
aiti-9196	15	5	are	be	AUX
aiti-9196	15	6	typically	typically	ADV
aiti-9196	15	7	utilized	utilize	VERB
aiti-9196	15	8	for	for	ADP
aiti-9196	15	9	transferring	transfer	VERB
aiti-9196	15	10	longitudinal	longitudinal	ADJ
aiti-9196	15	11	shear	shear	NOUN
aiti-9196	15	12	in	in	ADP
aiti-9196	15	13	composite	composite	ADJ
aiti-9196	15	14	beams	beam	NOUN
aiti-9196	15	15	[	[	X
aiti-9196	15	16	1	1	NUM
aiti-9196	15	17	]	]	PUNCT
aiti-9196	15	18	.	.	PUNCT
aiti-9196	16	1	the	the	DET
aiti-9196	16	2	shear	shear	NOUN
aiti-9196	16	3	resistance	resistance	NOUN
aiti-9196	16	4	of	of	ADP
aiti-9196	16	5	the	the	DET
aiti-9196	16	6	connection	connection	NOUN
aiti-9196	16	7	in	in	ADP
aiti-9196	16	8	composite	composite	ADJ
aiti-9196	16	9	elements	element	NOUN
aiti-9196	16	10	is	be	AUX
aiti-9196	16	11	primarily	primarily	ADV
aiti-9196	16	12	influenced	influence	VERB
aiti-9196	16	13	by	by	ADP
aiti-9196	16	14	the	the	DET
aiti-9196	16	15	stud	stud	NOUN
aiti-9196	16	16	shear	shear	NOUN
aiti-9196	16	17	resistance	resistance	NOUN
aiti-9196	16	18	and	and	CCONJ
aiti-9196	16	19	the	the	DET
aiti-9196	16	20	compressive	compressive	ADJ
aiti-9196	16	21	strength	strength	NOUN
aiti-9196	16	22	of	of	ADP
aiti-9196	16	23	the	the	DET
aiti-9196	16	24	concrete	concrete	ADJ
aiti-9196	16	25	slab	slab	NOUN
aiti-9196	17	1	[	[	X
aiti-9196	17	2	2	2	NUM
aiti-9196	17	3	]	]	PUNCT
aiti-9196	17	4	.	.	PUNCT
aiti-9196	18	1	the	the	DET
aiti-9196	18	2	slip	slip	NOUN
aiti-9196	18	3	capacity	capacity	NOUN
aiti-9196	18	4	of	of	ADP
aiti-9196	18	5	the	the	DET
aiti-9196	18	6	connection	connection	NOUN
aiti-9196	18	7	at	at	ADP
aiti-9196	18	8	the	the	DET
aiti-9196	18	9	steel	steel	NOUN
aiti-9196	18	10	-	-	PUNCT
aiti-9196	18	11	concrete	concrete	ADJ
aiti-9196	18	12	beam	beam	NOUN
aiti-9196	18	13	interface	interface	NOUN
aiti-9196	18	14	affects	affect	VERB
aiti-9196	18	15	the	the	DET
aiti-9196	18	16	overall	overall	ADJ
aiti-9196	18	17	structural	structural	ADJ
aiti-9196	18	18	behavior	behavior	NOUN
aiti-9196	18	19	[	[	X
aiti-9196	18	20	3	3	NUM
aiti-9196	18	21	]	]	PUNCT
aiti-9196	18	22	.	.	PUNCT
aiti-9196	19	1	pushout	pushout	NOUN
aiti-9196	19	2	tests	test	NOUN
aiti-9196	19	3	have	have	AUX
aiti-9196	19	4	long	long	ADV
aiti-9196	19	5	been	be	AUX
aiti-9196	19	6	the	the	DET
aiti-9196	19	7	primary	primary	ADJ
aiti-9196	19	8	method	method	NOUN
aiti-9196	19	9	for	for	ADP
aiti-9196	19	10	determining	determine	VERB
aiti-9196	19	11	the	the	DET
aiti-9196	19	12	load	load	NOUN
aiti-9196	19	13	-	-	PUNCT
aiti-9196	19	14	slip	slip	NOUN
aiti-9196	19	15	behavior	behavior	NOUN
aiti-9196	19	16	of	of	ADP
aiti-9196	19	17	shear	shear	PROPN
aiti-9196	19	18	connectors	connector	NOUN
aiti-9196	19	19	in	in	ADP
aiti-9196	19	20	composite	composite	ADJ
aiti-9196	19	21	structures	structure	NOUN
aiti-9196	19	22	.	.	PUNCT
aiti-9196	20	1	although	although	SCONJ
aiti-9196	20	2	experimental	experimental	ADJ
aiti-9196	20	3	displacement	displacement	NOUN
aiti-9196	20	4	with	with	ADP
aiti-9196	20	5	load	load	NOUN
aiti-9196	20	6	increment	increment	NOUN
aiti-9196	20	7	provides	provide	VERB
aiti-9196	20	8	helpful	helpful	ADJ
aiti-9196	20	9	information	information	NOUN
aiti-9196	20	10	through	through	ADP
aiti-9196	20	11	the	the	DET
aiti-9196	20	12	pushout	pushout	NOUN
aiti-9196	20	13	test	test	NOUN
aiti-9196	20	14	,	,	PUNCT
aiti-9196	20	15	the	the	DET
aiti-9196	20	16	required	require	VERB
aiti-9196	20	17	experimental	experimental	ADJ
aiti-9196	20	18	procedure	procedure	NOUN
aiti-9196	20	19	is	be	AUX
aiti-9196	20	20	either	either	CCONJ
aiti-9196	20	21	impractical	impractical	ADJ
aiti-9196	20	22	or	or	CCONJ
aiti-9196	20	23	prohibitively	prohibitively	ADV
aiti-9196	20	24	expensive	expensive	ADJ
aiti-9196	20	25	for	for	ADP
aiti-9196	20	26	studying	study	VERB
aiti-9196	20	27	a	a	DET
aiti-9196	20	28	large	large	ADJ
aiti-9196	20	29	number	number	NOUN
aiti-9196	20	30	of	of	ADP
aiti-9196	20	31	parameters	parameter	NOUN
aiti-9196	20	32	.	.	PUNCT
aiti-9196	21	1	sun	sun	PROPN
aiti-9196	21	2	et	et	PROPN
aiti-9196	21	3	al	al	PROPN
aiti-9196	21	4	.	.	PUNCT
aiti-9196	22	1	[	[	X
aiti-9196	22	2	4	4	X
aiti-9196	22	3	]	]	PUNCT
aiti-9196	22	4	experimentally	experimentally	ADV
aiti-9196	22	5	investigated	investigate	VERB
aiti-9196	22	6	the	the	DET
aiti-9196	22	7	performance	performance	NOUN
aiti-9196	22	8	of	of	ADP
aiti-9196	22	9	a	a	DET
aiti-9196	22	10	headed	head	VERB
aiti-9196	22	11	stud	stud	NOUN
aiti-9196	22	12	welded	weld	VERB
aiti-9196	22	13	to	to	ADP
aiti-9196	22	14	a	a	DET
aiti-9196	22	15	composite	composite	ADJ
aiti-9196	22	16	deck	deck	NOUN
aiti-9196	22	17	for	for	ADP
aiti-9196	22	18	the	the	DET
aiti-9196	22	19	effect	effect	NOUN
aiti-9196	22	20	of	of	ADP
aiti-9196	22	21	decking	deck	VERB
aiti-9196	22	22	type	type	NOUN
aiti-9196	22	23	,	,	PUNCT
aiti-9196	22	24	presence	presence	NOUN
aiti-9196	22	25	,	,	PUNCT
aiti-9196	22	26	and	and	CCONJ
aiti-9196	22	27	direction	direction	NOUN
aiti-9196	22	28	of	of	ADP
aiti-9196	22	29	rib	rib	NOUN
aiti-9196	22	30	on	on	ADP
aiti-9196	22	31	shear	shear	NOUN
aiti-9196	22	32	capacity	capacity	NOUN
aiti-9196	22	33	.	.	PUNCT
aiti-9196	23	1	deng	deng	PROPN
aiti-9196	23	2	et	et	PROPN
aiti-9196	23	3	al	al	PROPN
aiti-9196	23	4	.	.	PUNCT
aiti-9196	24	1	[	[	X
aiti-9196	24	2	5	5	NUM
aiti-9196	24	3	]	]	PUNCT
aiti-9196	24	4	combined	combined	ADJ
aiti-9196	24	5	headed	head	VERB
aiti-9196	24	6	studs	stud	NOUN
aiti-9196	24	7	and	and	CCONJ
aiti-9196	24	8	perfobond	perfobond	VERB
aiti-9196	24	9	ribs	rib	NOUN
aiti-9196	24	10	to	to	PART
aiti-9196	24	11	enhance	enhance	VERB
aiti-9196	24	12	composite	composite	ADJ
aiti-9196	24	13	structure	structure	NOUN
aiti-9196	24	14	shear	shear	NOUN
aiti-9196	24	15	behavior	behavior	NOUN
aiti-9196	24	16	.	.	PUNCT
aiti-9196	25	1	konrad	konrad	PROPN
aiti-9196	25	2	and	and	CCONJ
aiti-9196	25	3	kuhlmann	kuhlmann	PROPN
aiti-9196	26	1	[	[	X
aiti-9196	26	2	6	6	NUM
aiti-9196	26	3	]	]	PUNCT
aiti-9196	26	4	investigated	investigate	VERB
aiti-9196	26	5	the	the	DET
aiti-9196	26	6	bearing	bear	VERB
aiti-9196	26	7	resistance	resistance	NOUN
aiti-9196	26	8	of	of	ADP
aiti-9196	26	9	headed	head	VERB
aiti-9196	26	10	studs	stud	NOUN
aiti-9196	26	11	used	use	VERB
aiti-9196	26	12	in	in	ADP
aiti-9196	26	13	trapezoidal	trapezoidal	ADJ
aiti-9196	26	14	steel	steel	NOUN
aiti-9196	26	15	sheeting	sheeting	NOUN
aiti-9196	26	16	to	to	PART
aiti-9196	26	17	determine	determine	VERB
aiti-9196	26	18	the	the	DET
aiti-9196	26	19	effect	effect	NOUN
aiti-9196	26	20	of	of	ADP
aiti-9196	26	21	the	the	DET
aiti-9196	26	22	stud	stud	NOUN
aiti-9196	26	23	’s	’s	PART
aiti-9196	26	24	location	location	NOUN
aiti-9196	26	25	in	in	ADP
aiti-9196	26	26	the	the	DET
aiti-9196	26	27	trough	trough	NOUN
aiti-9196	26	28	and	and	CCONJ
aiti-9196	26	29	other	other	ADJ
aiti-9196	26	30	geometric	geometric	ADJ
aiti-9196	26	31	factors	factor	NOUN
aiti-9196	26	32	on	on	ADP
aiti-9196	26	33	the	the	DET
aiti-9196	26	34	failure	failure	NOUN
aiti-9196	26	35	mode	mode	NOUN
aiti-9196	26	36	.	.	PUNCT
aiti-9196	27	1	chen	chen	PROPN
aiti-9196	27	2	et	et	PROPN
aiti-9196	27	3	al	al	PROPN
aiti-9196	27	4	.	.	PUNCT
aiti-9196	28	1	[	[	X
aiti-9196	28	2	7	7	NUM
aiti-9196	28	3	]	]	PUNCT
aiti-9196	28	4	investigated	investigate	VERB
aiti-9196	28	5	the	the	DET
aiti-9196	28	6	thermo	thermo	NOUN
aiti-9196	28	7	-	-	PUNCT
aiti-9196	28	8	structural	structural	ADJ
aiti-9196	28	9	response	response	NOUN
aiti-9196	28	10	of	of	ADP
aiti-9196	28	11	shear	shear	NOUN
aiti-9196	28	12	connectors	connector	NOUN
aiti-9196	28	13	implanted	implant	VERB
aiti-9196	28	14	in	in	ADP
aiti-9196	28	15	composite	composite	ADJ
aiti-9196	28	16	slabs	slab	NOUN
aiti-9196	28	17	with	with	ADP
aiti-9196	28	18	sheeting	sheeting	NOUN
aiti-9196	28	19	parallel	parallel	NOUN
aiti-9196	28	20	to	to	ADP
aiti-9196	28	21	a	a	DET
aiti-9196	28	22	steel	steel	NOUN
aiti-9196	28	23	beam	beam	NOUN
aiti-9196	28	24	.	.	PUNCT
aiti-9196	29	1	eurocode	eurocode	VERB
aiti-9196	29	2	4	4	NUM
aiti-9196	30	1	[	[	SYM
aiti-9196	30	2	8	8	NUM
aiti-9196	30	3	]	]	PUNCT
aiti-9196	30	4	produced	produce	VERB
aiti-9196	30	5	a	a	DET
aiti-9196	30	6	conservative	conservative	ADJ
aiti-9196	30	7	estimate	estimate	NOUN
aiti-9196	30	8	of	of	ADP
aiti-9196	30	9	the	the	DET
aiti-9196	30	10	ultimate	ultimate	ADJ
aiti-9196	30	11	strength	strength	NOUN
aiti-9196	30	12	of	of	ADP
aiti-9196	30	13	the	the	DET
aiti-9196	30	14	material	material	NOUN
aiti-9196	30	15	at	at	ADP
aiti-9196	30	16	*	*	PUNCT
aiti-9196	30	17	corresponding	correspond	VERB
aiti-9196	30	18	author	author	NOUN
aiti-9196	30	19	.	.	PUNCT
aiti-9196	31	1	e	e	X
aiti-9196	31	2	-	-	NOUN
aiti-9196	31	3	mail	mail	NOUN
aiti-9196	31	4	address	address	NOUN
aiti-9196	31	5	:	:	PUNCT
aiti-9196	31	6	rahultpardeshi@gmail.com	rahultpardeshi@gmail.com	X
aiti-9196	31	7	advances	advance	VERB
aiti-9196	31	8	in	in	ADP
aiti-9196	31	9	technology	technology	NOUN
aiti-9196	31	10	innovation	innovation	NOUN
aiti-9196	31	11	,	,	PUNCT
aiti-9196	31	12	vol	vol	NOUN
aiti-9196	31	13	.	.	PROPN
aiti-9196	31	14	8	8	NUM
aiti-9196	31	15	,	,	PUNCT
aiti-9196	31	16	no	no	INTJ
aiti-9196	31	17	.	.	NOUN
aiti-9196	31	18	3	3	NUM
aiti-9196	31	19	,	,	PUNCT
aiti-9196	31	20	2023	2023	NUM
aiti-9196	31	21	,	,	PUNCT
aiti-9196	31	22	pp	pp	ADJ
aiti-9196	31	23	.	.	PUNCT
aiti-9196	32	1	177	177	NUM
aiti-9196	32	2	-	-	SYM
aiti-9196	32	3	191	191	NUM
aiti-9196	32	4	178	178	NUM
aiti-9196	32	5	elevated	elevated	ADJ
aiti-9196	32	6	temperatures	temperature	NOUN
aiti-9196	32	7	.	.	PUNCT
aiti-9196	33	1	imagawa	imagawa	PROPN
aiti-9196	33	2	et	et	PROPN
aiti-9196	33	3	al	al	PROPN
aiti-9196	33	4	.	.	PUNCT
aiti-9196	34	1	[	[	X
aiti-9196	34	2	9	9	NUM
aiti-9196	34	3	]	]	PUNCT
aiti-9196	34	4	studied	study	VERB
aiti-9196	34	5	the	the	DET
aiti-9196	34	6	effect	effect	NOUN
aiti-9196	34	7	of	of	ADP
aiti-9196	34	8	heat	heat	NOUN
aiti-9196	34	9	on	on	ADP
aiti-9196	34	10	the	the	DET
aiti-9196	34	11	performance	performance	NOUN
aiti-9196	34	12	of	of	ADP
aiti-9196	34	13	headed	head	VERB
aiti-9196	34	14	stud	stud	NOUN
aiti-9196	34	15	shear	shear	PROPN
aiti-9196	34	16	connectors	connector	NOUN
aiti-9196	34	17	.	.	PUNCT
aiti-9196	35	1	the	the	DET
aiti-9196	35	2	study	study	NOUN
aiti-9196	35	3	revealed	reveal	VERB
aiti-9196	35	4	that	that	SCONJ
aiti-9196	35	5	marginal	marginal	ADJ
aiti-9196	35	6	heating	heating	NOUN
aiti-9196	35	7	affects	affect	VERB
aiti-9196	35	8	the	the	DET
aiti-9196	35	9	maximum	maximum	ADJ
aiti-9196	35	10	shear	shear	NOUN
aiti-9196	35	11	resistance	resistance	NOUN
aiti-9196	35	12	of	of	ADP
aiti-9196	35	13	headed	head	VERB
aiti-9196	35	14	studs	stud	NOUN
aiti-9196	35	15	,	,	PUNCT
aiti-9196	35	16	but	but	CCONJ
aiti-9196	35	17	it	it	PRON
aiti-9196	35	18	significantly	significantly	ADV
aiti-9196	35	19	reduces	reduce	VERB
aiti-9196	35	20	the	the	DET
aiti-9196	35	21	slip	slip	NOUN
aiti-9196	35	22	constant	constant	ADJ
aiti-9196	35	23	during	during	ADP
aiti-9196	35	24	and	and	CCONJ
aiti-9196	35	25	after	after	ADP
aiti-9196	35	26	the	the	DET
aiti-9196	35	27	fire	fire	NOUN
aiti-9196	35	28	.	.	PUNCT
aiti-9196	36	1	shim	shim	NOUN
aiti-9196	36	2	and	and	CCONJ
aiti-9196	36	3	kim	kim	PROPN
aiti-9196	37	1	[	[	X
aiti-9196	37	2	10	10	NUM
aiti-9196	37	3	]	]	PUNCT
aiti-9196	37	4	carried	carry	VERB
aiti-9196	37	5	out	out	ADP
aiti-9196	37	6	an	an	DET
aiti-9196	37	7	experimental	experimental	ADJ
aiti-9196	37	8	study	study	NOUN
aiti-9196	37	9	to	to	PART
aiti-9196	37	10	reduce	reduce	VERB
aiti-9196	37	11	the	the	DET
aiti-9196	37	12	number	number	NOUN
aiti-9196	37	13	of	of	ADP
aiti-9196	37	14	studs	stud	NOUN
aiti-9196	37	15	at	at	ADP
aiti-9196	37	16	the	the	DET
aiti-9196	37	17	end	end	NOUN
aiti-9196	37	18	joint	joint	NOUN
aiti-9196	37	19	to	to	PART
aiti-9196	37	20	reduce	reduce	VERB
aiti-9196	37	21	congestion	congestion	NOUN
aiti-9196	37	22	and	and	CCONJ
aiti-9196	37	23	enhance	enhance	VERB
aiti-9196	37	24	the	the	DET
aiti-9196	37	25	constructability	constructability	NOUN
aiti-9196	37	26	of	of	ADP
aiti-9196	37	27	the	the	DET
aiti-9196	37	28	joint	joint	NOUN
aiti-9196	37	29	.	.	PUNCT
aiti-9196	38	1	the	the	DET
aiti-9196	38	2	study	study	NOUN
aiti-9196	38	3	recommended	recommend	VERB
aiti-9196	38	4	the	the	DET
aiti-9196	38	5	new	new	ADJ
aiti-9196	38	6	bent	bent	ADJ
aiti-9196	38	7	stud	stud	NOUN
aiti-9196	38	8	to	to	PART
aiti-9196	38	9	improve	improve	VERB
aiti-9196	38	10	the	the	DET
aiti-9196	38	11	bond	bond	NOUN
aiti-9196	38	12	strength	strength	NOUN
aiti-9196	38	13	of	of	ADP
aiti-9196	38	14	studs	stud	NOUN
aiti-9196	38	15	effectively	effectively	ADV
aiti-9196	38	16	in	in	ADP
aiti-9196	38	17	joint	joint	ADJ
aiti-9196	38	18	regions	region	NOUN
aiti-9196	38	19	.	.	PUNCT
aiti-9196	39	1	suwaed	suwaed	NOUN
aiti-9196	39	2	and	and	CCONJ
aiti-9196	39	3	karavasillis	karavasilli	VERB
aiti-9196	39	4	[	[	PUNCT
aiti-9196	39	5	11	11	NUM
aiti-9196	39	6	-	-	SYM
aiti-9196	39	7	12	12	NUM
aiti-9196	39	8	]	]	PUNCT
aiti-9196	39	9	developed	develop	VERB
aiti-9196	39	10	a	a	DET
aiti-9196	39	11	novel	novel	NOUN
aiti-9196	39	12	bolted	bolt	VERB
aiti-9196	39	13	demountable	demountable	ADJ
aiti-9196	39	14	shear	shear	NOUN
aiti-9196	39	15	connector	connector	NOUN
aiti-9196	39	16	for	for	ADP
aiti-9196	39	17	precast	precast	NOUN
aiti-9196	39	18	structures	structure	NOUN
aiti-9196	39	19	.	.	PUNCT
aiti-9196	40	1	it	it	PRON
aiti-9196	40	2	aids	aid	VERB
aiti-9196	40	3	in	in	ADP
aiti-9196	40	4	speedy	speedy	ADJ
aiti-9196	40	5	construction	construction	NOUN
aiti-9196	40	6	and	and	CCONJ
aiti-9196	40	7	disassembly	disassembly	NOUN
aiti-9196	40	8	.	.	PUNCT
aiti-9196	41	1	the	the	DET
aiti-9196	41	2	shear	shear	NOUN
aiti-9196	41	3	strength	strength	NOUN
aiti-9196	41	4	increases	increase	VERB
aiti-9196	41	5	by	by	ADP
aiti-9196	41	6	10	10	NUM
aiti-9196	41	7	%	%	NOUN
aiti-9196	41	8	compared	compare	VERB
aiti-9196	41	9	to	to	ADP
aiti-9196	41	10	conventional	conventional	ADJ
aiti-9196	41	11	headed	head	VERB
aiti-9196	41	12	shear	shear	NOUN
aiti-9196	41	13	connectors	connector	NOUN
aiti-9196	41	14	.	.	PUNCT
aiti-9196	42	1	also	also	ADV
aiti-9196	42	2	,	,	PUNCT
aiti-9196	42	3	the	the	DET
aiti-9196	42	4	stiffness	stiffness	NOUN
aiti-9196	42	5	,	,	PUNCT
aiti-9196	42	6	slip	slip	VERB
aiti-9196	42	7	capacity	capacity	NOUN
aiti-9196	42	8	,	,	PUNCT
aiti-9196	42	9	and	and	CCONJ
aiti-9196	42	10	resilience	resilience	NOUN
aiti-9196	42	11	of	of	ADP
aiti-9196	42	12	the	the	DET
aiti-9196	42	13	slab	slab	NOUN
aiti-9196	42	14	become	become	VERB
aiti-9196	42	15	better	well	ADJ
aiti-9196	42	16	.	.	PUNCT
aiti-9196	43	1	pathirana	pathirana	PROPN
aiti-9196	43	2	et	et	PROPN
aiti-9196	43	3	al	al	PROPN
aiti-9196	43	4	.	.	PUNCT
aiti-9196	44	1	[	[	X
aiti-9196	44	2	13	13	NUM
aiti-9196	44	3	]	]	PUNCT
aiti-9196	44	4	experimentally	experimentally	ADV
aiti-9196	44	5	investigated	investigate	VERB
aiti-9196	44	6	the	the	DET
aiti-9196	44	7	load	load	NOUN
aiti-9196	44	8	-	-	PUNCT
aiti-9196	44	9	slip	slip	NOUN
aiti-9196	44	10	behavior	behavior	NOUN
aiti-9196	44	11	of	of	ADP
aiti-9196	44	12	welded	weld	VERB
aiti-9196	44	13	shear	shear	NOUN
aiti-9196	44	14	studs	stud	NOUN
aiti-9196	44	15	and	and	CCONJ
aiti-9196	44	16	blind	blind	ADJ
aiti-9196	44	17	-	-	PUNCT
aiti-9196	44	18	bolt	bolt	NOUN
aiti-9196	44	19	connectors	connector	NOUN
aiti-9196	44	20	in	in	ADP
aiti-9196	44	21	normal	normal	ADJ
aiti-9196	44	22	concrete	concrete	NOUN
aiti-9196	44	23	and	and	CCONJ
aiti-9196	44	24	grout	grout	NOUN
aiti-9196	44	25	.	.	PUNCT
aiti-9196	45	1	the	the	DET
aiti-9196	45	2	study	study	NOUN
aiti-9196	45	3	revealed	reveal	VERB
aiti-9196	45	4	the	the	DET
aiti-9196	45	5	efficiency	efficiency	NOUN
aiti-9196	45	6	of	of	ADP
aiti-9196	45	7	the	the	DET
aiti-9196	45	8	welded	weld	VERB
aiti-9196	45	9	shear	shear	NOUN
aiti-9196	45	10	studs	stud	NOUN
aiti-9196	45	11	with	with	ADP
aiti-9196	45	12	grouting	grout	VERB
aiti-9196	45	13	latter	latter	ADV
aiti-9196	45	14	for	for	ADP
aiti-9196	45	15	retrofitting	retrofit	VERB
aiti-9196	45	16	works	work	NOUN
aiti-9196	45	17	.	.	PUNCT
aiti-9196	46	1	parametric	parametric	ADJ
aiti-9196	46	2	studies	study	NOUN
aiti-9196	46	3	showed	show	VERB
aiti-9196	46	4	an	an	DET
aiti-9196	46	5	enhanced	enhanced	ADJ
aiti-9196	46	6	shear	shear	NOUN
aiti-9196	46	7	capacity	capacity	NOUN
aiti-9196	46	8	with	with	ADP
aiti-9196	46	9	increased	increase	VERB
aiti-9196	46	10	grout	grout	NOUN
aiti-9196	46	11	strength	strength	NOUN
aiti-9196	46	12	and	and	CCONJ
aiti-9196	46	13	height	height	NOUN
aiti-9196	46	14	of	of	ADP
aiti-9196	46	15	the	the	DET
aiti-9196	46	16	studs	stud	NOUN
aiti-9196	46	17	.	.	PUNCT
aiti-9196	47	1	yang	yang	PROPN
aiti-9196	47	2	et	et	PROPN
aiti-9196	47	3	al	al	PROPN
aiti-9196	47	4	.	.	PUNCT
aiti-9196	48	1	[	[	X
aiti-9196	48	2	14	14	NUM
aiti-9196	48	3	]	]	X
aiti-9196	48	4	advanced	advance	VERB
aiti-9196	48	5	the	the	DET
aiti-9196	48	6	bolted	bolted	ADJ
aiti-9196	48	7	shear	shear	NOUN
aiti-9196	48	8	studs	stud	NOUN
aiti-9196	48	9	by	by	ADP
aiti-9196	48	10	assembling	assemble	VERB
aiti-9196	48	11	a	a	DET
aiti-9196	48	12	short	short	ADJ
aiti-9196	48	13	bolt	bolt	NOUN
aiti-9196	48	14	,	,	PUNCT
aiti-9196	48	15	a	a	DET
aiti-9196	48	16	long	long	ADJ
aiti-9196	48	17	bolt	bolt	NOUN
aiti-9196	48	18	,	,	PUNCT
aiti-9196	48	19	and	and	CCONJ
aiti-9196	48	20	a	a	DET
aiti-9196	48	21	coupler	coupler	NOUN
aiti-9196	48	22	.	.	PUNCT
aiti-9196	49	1	however	however	ADV
aiti-9196	49	2	,	,	PUNCT
aiti-9196	49	3	the	the	DET
aiti-9196	49	4	static	static	ADJ
aiti-9196	49	5	pushout	pushout	NOUN
aiti-9196	49	6	tests	test	NOUN
aiti-9196	49	7	displayed	display	VERB
aiti-9196	49	8	shank	shank	ADJ
aiti-9196	49	9	failure	failure	NOUN
aiti-9196	49	10	of	of	ADP
aiti-9196	49	11	short	short	ADJ
aiti-9196	49	12	bolts	bolt	NOUN
aiti-9196	49	13	under	under	ADP
aiti-9196	49	14	the	the	DET
aiti-9196	49	15	couplers	coupler	NOUN
aiti-9196	49	16	.	.	PUNCT
aiti-9196	50	1	fig	fig	NOUN
aiti-9196	50	2	.	.	PUNCT
aiti-9196	51	1	1	1	NUM
aiti-9196	51	2	typical	typical	ADJ
aiti-9196	51	3	arrangement	arrangement	NOUN
aiti-9196	51	4	of	of	ADP
aiti-9196	51	5	a	a	DET
aiti-9196	51	6	steel	steel	NOUN
aiti-9196	51	7	-	-	PUNCT
aiti-9196	51	8	concrete	concrete	ADJ
aiti-9196	51	9	composite	composite	ADJ
aiti-9196	51	10	connection	connection	NOUN
aiti-9196	51	11	[	[	X
aiti-9196	51	12	1	1	X
aiti-9196	51	13	]	]	PUNCT
aiti-9196	51	14	in	in	ADP
aiti-9196	51	15	comparison	comparison	NOUN
aiti-9196	51	16	,	,	PUNCT
aiti-9196	51	17	analytical	analytical	ADJ
aiti-9196	51	18	approaches	approach	NOUN
aiti-9196	51	19	can	can	AUX
aiti-9196	51	20	forecast	forecast	VERB
aiti-9196	51	21	the	the	DET
aiti-9196	51	22	nonlinear	nonlinear	ADJ
aiti-9196	51	23	response	response	NOUN
aiti-9196	51	24	of	of	ADP
aiti-9196	51	25	the	the	DET
aiti-9196	51	26	number	number	NOUN
aiti-9196	51	27	of	of	ADP
aiti-9196	51	28	pushout	pushout	NOUN
aiti-9196	51	29	tests	test	NOUN
aiti-9196	51	30	with	with	ADP
aiti-9196	51	31	shear	shear	NOUN
aiti-9196	51	32	connectors	connector	NOUN
aiti-9196	51	33	of	of	ADP
aiti-9196	51	34	complex	complex	ADJ
aiti-9196	51	35	geometry	geometry	NOUN
aiti-9196	51	36	.	.	PUNCT
aiti-9196	52	1	mirza	mirza	PROPN
aiti-9196	52	2	and	and	CCONJ
aiti-9196	52	3	uy	uy	X
aiti-9196	53	1	[	[	X
aiti-9196	53	2	15	15	NUM
aiti-9196	53	3	]	]	PUNCT
aiti-9196	53	4	used	use	VERB
aiti-9196	53	5	finite	finite	PROPN
aiti-9196	53	6	element	element	NOUN
aiti-9196	53	7	(	(	PUNCT
aiti-9196	53	8	fe	fe	NOUN
aiti-9196	53	9	)	)	PUNCT
aiti-9196	53	10	analysis	analysis	NOUN
aiti-9196	53	11	to	to	PART
aiti-9196	53	12	investigate	investigate	VERB
aiti-9196	53	13	the	the	DET
aiti-9196	53	14	effects	effect	NOUN
aiti-9196	53	15	of	of	ADP
aiti-9196	53	16	various	various	ADJ
aiti-9196	53	17	strain	strain	ADJ
aiti-9196	53	18	regimes	regime	NOUN
aiti-9196	53	19	on	on	ADP
aiti-9196	53	20	the	the	DET
aiti-9196	53	21	strength	strength	NOUN
aiti-9196	53	22	prediction	prediction	NOUN
aiti-9196	53	23	and	and	CCONJ
aiti-9196	53	24	load	load	NOUN
aiti-9196	53	25	-	-	PUNCT
aiti-9196	53	26	slip	slip	NOUN
aiti-9196	53	27	behavior	behavior	NOUN
aiti-9196	53	28	of	of	ADP
aiti-9196	53	29	shear	shear	NOUN
aiti-9196	53	30	connections	connection	NOUN
aiti-9196	53	31	in	in	ADP
aiti-9196	53	32	composite	composite	ADJ
aiti-9196	53	33	structures	structure	NOUN
aiti-9196	53	34	.	.	PUNCT
aiti-9196	54	1	qureshi	qureshi	PROPN
aiti-9196	54	2	et	et	PROPN
aiti-9196	54	3	al	al	PROPN
aiti-9196	54	4	.	.	PUNCT
aiti-9196	55	1	[	[	X
aiti-9196	55	2	16	16	NUM
aiti-9196	55	3	]	]	PUNCT
aiti-9196	55	4	investigated	investigate	VERB
aiti-9196	55	5	the	the	DET
aiti-9196	55	6	shear	shear	NOUN
aiti-9196	55	7	effect	effect	NOUN
aiti-9196	55	8	of	of	ADP
aiti-9196	55	9	single	single	ADJ
aiti-9196	55	10	and	and	CCONJ
aiti-9196	55	11	double	double	ADJ
aiti-9196	55	12	studs	stud	NOUN
aiti-9196	55	13	in	in	ADP
aiti-9196	55	14	trough	trough	ADV
aiti-9196	55	15	-	-	PUNCT
aiti-9196	55	16	profiled	profile	VERB
aiti-9196	55	17	steel	steel	NOUN
aiti-9196	55	18	sheeting	sheeting	NOUN
aiti-9196	55	19	using	use	VERB
aiti-9196	55	20	fe	fe	NOUN
aiti-9196	55	21	analysis	analysis	NOUN
aiti-9196	55	22	.	.	PUNCT
aiti-9196	56	1	vigneri	vigneri	PROPN
aiti-9196	56	2	et	et	PROPN
aiti-9196	56	3	al	al	PROPN
aiti-9196	56	4	.	.	PUNCT
aiti-9196	57	1	[	[	X
aiti-9196	57	2	17	17	NUM
aiti-9196	57	3	]	]	PUNCT
aiti-9196	57	4	showed	show	VERB
aiti-9196	57	5	the	the	DET
aiti-9196	57	6	significance	significance	NOUN
aiti-9196	57	7	of	of	ADP
aiti-9196	57	8	the	the	DET
aiti-9196	57	9	location	location	NOUN
aiti-9196	57	10	of	of	ADP
aiti-9196	57	11	plastic	plastic	ADJ
aiti-9196	57	12	hinges	hinge	NOUN
aiti-9196	57	13	in	in	ADP
aiti-9196	57	14	headed	headed	ADJ
aiti-9196	57	15	stud	stud	NOUN
aiti-9196	57	16	shear	shear	NOUN
aiti-9196	57	17	connections	connection	NOUN
aiti-9196	57	18	and	and	CCONJ
aiti-9196	57	19	slip	slip	VERB
aiti-9196	57	20	considerations	consideration	NOUN
aiti-9196	57	21	that	that	PRON
aiti-9196	57	22	relate	relate	VERB
aiti-9196	57	23	to	to	ADP
aiti-9196	57	24	the	the	DET
aiti-9196	57	25	progressive	progressive	ADJ
aiti-9196	57	26	crushing	crush	VERB
aiti-9196	57	27	of	of	ADP
aiti-9196	57	28	concrete	concrete	NOUN
aiti-9196	57	29	in	in	ADP
aiti-9196	57	30	steel	steel	NOUN
aiti-9196	57	31	beam	beam	NOUN
aiti-9196	57	32	-	-	PUNCT
aiti-9196	57	33	profile	profile	NOUN
aiti-9196	57	34	sheeting	sheet	VERB
aiti-9196	57	35	concrete	concrete	ADJ
aiti-9196	57	36	slab	slab	NOUN
aiti-9196	57	37	ribs	rib	NOUN
aiti-9196	57	38	through	through	ADP
aiti-9196	57	39	numerical	numerical	ADJ
aiti-9196	57	40	simulations	simulation	NOUN
aiti-9196	57	41	.	.	PUNCT
aiti-9196	58	1	by	by	ADP
aiti-9196	58	2	using	use	VERB
aiti-9196	58	3	an	an	DET
aiti-9196	58	4	fe	fe	NOUN
aiti-9196	58	5	technique	technique	NOUN
aiti-9196	58	6	,	,	PUNCT
aiti-9196	58	7	mia	mia	PROPN
aiti-9196	58	8	and	and	CCONJ
aiti-9196	58	9	bhowmick	bhowmick	PROPN
aiti-9196	58	10	[	[	X
aiti-9196	58	11	18	18	NUM
aiti-9196	58	12	]	]	PUNCT
aiti-9196	58	13	created	create	VERB
aiti-9196	58	14	a	a	DET
aiti-9196	58	15	system	system	NOUN
aiti-9196	58	16	using	use	VERB
aiti-9196	58	17	a	a	DET
aiti-9196	58	18	pushout	pushout	NOUN
aiti-9196	58	19	specimen	speciman	NOUN
aiti-9196	58	20	-	-	PUNCT
aiti-9196	58	21	based	base	VERB
aiti-9196	58	22	fatigue	fatigue	NOUN
aiti-9196	58	23	life	life	NOUN
aiti-9196	58	24	estimation	estimation	NOUN
aiti-9196	58	25	system	system	NOUN
aiti-9196	58	26	for	for	ADP
aiti-9196	58	27	headed	head	VERB
aiti-9196	58	28	shear	shear	NOUN
aiti-9196	58	29	stud	stud	NOUN
aiti-9196	58	30	connections	connection	NOUN
aiti-9196	58	31	.	.	PUNCT
aiti-9196	59	1	the	the	DET
aiti-9196	59	2	primary	primary	ADJ
aiti-9196	59	3	critical	critical	ADJ
aiti-9196	59	4	aspect	aspect	NOUN
aiti-9196	59	5	in	in	ADP
aiti-9196	59	6	composite	composite	ADJ
aiti-9196	59	7	steel	steel	NOUN
aiti-9196	59	8	beam	beam	NOUN
aiti-9196	59	9	-	-	PUNCT
aiti-9196	59	10	rc	rc	PROPN
aiti-9196	59	11	slab	slab	NOUN
aiti-9196	59	12	construction	construction	NOUN
aiti-9196	59	13	is	be	AUX
aiti-9196	59	14	a	a	DET
aiti-9196	59	15	shear	shear	NOUN
aiti-9196	59	16	failure	failure	NOUN
aiti-9196	59	17	at	at	ADP
aiti-9196	59	18	connection	connection	NOUN
aiti-9196	59	19	.	.	PUNCT
aiti-9196	60	1	pardeshi	pardeshi	PROPN
aiti-9196	60	2	et	et	PROPN
aiti-9196	60	3	al	al	PROPN
aiti-9196	60	4	.	.	PUNCT
aiti-9196	61	1	[	[	X
aiti-9196	61	2	19	19	NUM
aiti-9196	61	3	]	]	PUNCT
aiti-9196	61	4	proposed	propose	VERB
aiti-9196	61	5	an	an	DET
aiti-9196	61	6	innovative	innovative	ADJ
aiti-9196	61	7	shear	shear	NOUN
aiti-9196	61	8	connector	connector	NOUN
aiti-9196	61	9	called	call	VERB
aiti-9196	61	10	a	a	DET
aiti-9196	61	11	concave	concave	ADJ
aiti-9196	61	12	type	type	NOUN
aiti-9196	61	13	shear	shear	NOUN
aiti-9196	61	14	connector	connector	NOUN
aiti-9196	61	15	made	make	VERB
aiti-9196	61	16	up	up	ADP
aiti-9196	61	17	of	of	ADP
aiti-9196	61	18	regular	regular	ADJ
aiti-9196	61	19	reinforcement	reinforcement	NOUN
aiti-9196	61	20	to	to	PART
aiti-9196	61	21	save	save	VERB
aiti-9196	61	22	stud	stud	NOUN
aiti-9196	61	23	steel	steel	NOUN
aiti-9196	61	24	material	material	NOUN
aiti-9196	61	25	and	and	CCONJ
aiti-9196	61	26	easy	easy	ADJ
aiti-9196	61	27	to	to	PART
aiti-9196	61	28	speedy	speedy	VERB
aiti-9196	61	29	in	in	ADP
aiti-9196	61	30	-	-	PUNCT
aiti-9196	61	31	situ	situ	NOUN
aiti-9196	61	32	fabrication	fabrication	NOUN
aiti-9196	61	33	of	of	ADP
aiti-9196	61	34	shear	shear	NOUN
aiti-9196	61	35	connector	connector	NOUN
aiti-9196	61	36	.	.	PUNCT
aiti-9196	62	1	due	due	ADP
aiti-9196	62	2	to	to	ADP
aiti-9196	62	3	the	the	DET
aiti-9196	62	4	cylindrical	cylindrical	ADJ
aiti-9196	62	5	shape	shape	NOUN
aiti-9196	62	6	and	and	CCONJ
aiti-9196	62	7	small	small	ADJ
aiti-9196	62	8	circular	circular	ADJ
aiti-9196	62	9	section	section	NOUN
aiti-9196	62	10	of	of	ADP
aiti-9196	62	11	the	the	DET
aiti-9196	62	12	regular	regular	ADJ
aiti-9196	62	13	-	-	PUNCT
aiti-9196	62	14	headed	head	VERB
aiti-9196	62	15	stud	stud	NOUN
aiti-9196	62	16	,	,	PUNCT
aiti-9196	62	17	it	it	PRON
aiti-9196	62	18	has	have	AUX
aiti-9196	62	19	limited	limit	VERB
aiti-9196	62	20	shear	shear	NOUN
aiti-9196	62	21	resistance	resistance	NOUN
aiti-9196	62	22	and	and	CCONJ
aiti-9196	62	23	moment	moment	NOUN
aiti-9196	62	24	of	of	ADP
aiti-9196	62	25	inertia	inertia	NOUN
aiti-9196	62	26	.	.	PUNCT
aiti-9196	63	1	generally	generally	ADV
aiti-9196	63	2	headed	head	VERB
aiti-9196	63	3	studs	stud	NOUN
aiti-9196	63	4	are	be	AUX
aiti-9196	63	5	failed	fail	VERB
aiti-9196	63	6	in	in	ADP
aiti-9196	63	7	shear	shear	NOUN
aiti-9196	63	8	due	due	ADP
aiti-9196	63	9	to	to	ADP
aiti-9196	63	10	a	a	DET
aiti-9196	63	11	high	high	ADJ
aiti-9196	63	12	concentration	concentration	NOUN
aiti-9196	63	13	of	of	ADP
aiti-9196	63	14	stresses	stress	NOUN
aiti-9196	63	15	near	near	ADP
aiti-9196	63	16	the	the	DET
aiti-9196	63	17	bottom	bottom	NOUN
aiti-9196	63	18	of	of	ADP
aiti-9196	63	19	the	the	DET
aiti-9196	63	20	stud	stud	NOUN
aiti-9196	63	21	[	[	X
aiti-9196	63	22	19	19	NUM
aiti-9196	63	23	]	]	PUNCT
aiti-9196	63	24	.	.	PUNCT
aiti-9196	64	1	the	the	DET
aiti-9196	64	2	composite	composite	ADJ
aiti-9196	64	3	action	action	NOUN
aiti-9196	64	4	of	of	ADP
aiti-9196	64	5	the	the	DET
aiti-9196	64	6	composite	composite	ADJ
aiti-9196	64	7	structure	structure	NOUN
aiti-9196	64	8	is	be	AUX
aiti-9196	64	9	completely	completely	ADV
aiti-9196	64	10	dependent	dependent	ADJ
aiti-9196	64	11	upon	upon	SCONJ
aiti-9196	64	12	the	the	DET
aiti-9196	64	13	shear	shear	NOUN
aiti-9196	64	14	capacity	capacity	NOUN
aiti-9196	64	15	of	of	ADP
aiti-9196	64	16	the	the	DET
aiti-9196	64	17	shear	shear	NOUN
aiti-9196	64	18	connector	connector	NOUN
aiti-9196	64	19	.	.	PUNCT
aiti-9196	65	1	the	the	DET
aiti-9196	65	2	composite	composite	ADJ
aiti-9196	65	3	action	action	NOUN
aiti-9196	65	4	is	be	AUX
aiti-9196	65	5	directly	directly	ADV
aiti-9196	65	6	co	co	VERB
aiti-9196	65	7	-	-	VERB
aiti-9196	65	8	related	relate	VERB
aiti-9196	65	9	to	to	ADP
aiti-9196	65	10	the	the	DET
aiti-9196	65	11	shear	shear	NOUN
aiti-9196	65	12	capacity	capacity	NOUN
aiti-9196	65	13	of	of	ADP
aiti-9196	65	14	the	the	DET
aiti-9196	65	15	shear	shear	NOUN
aiti-9196	65	16	connector	connector	NOUN
aiti-9196	65	17	.	.	PUNCT
aiti-9196	66	1	the	the	PRON
aiti-9196	66	2	stronger	strong	ADJ
aiti-9196	66	3	the	the	DET
aiti-9196	66	4	shear	shear	NOUN
aiti-9196	66	5	resistance	resistance	NOUN
aiti-9196	66	6	gets	get	VERB
aiti-9196	66	7	,	,	PUNCT
aiti-9196	66	8	the	the	PRON
aiti-9196	66	9	better	well	ADJ
aiti-9196	66	10	the	the	DET
aiti-9196	66	11	capacity	capacity	NOUN
aiti-9196	66	12	of	of	ADP
aiti-9196	66	13	the	the	DET
aiti-9196	66	14	composite	composite	ADJ
aiti-9196	66	15	structure	structure	NOUN
aiti-9196	66	16	will	will	AUX
aiti-9196	66	17	be	be	AUX
aiti-9196	66	18	.	.	PUNCT
aiti-9196	67	1	the	the	DET
aiti-9196	67	2	capacity	capacity	NOUN
aiti-9196	67	3	of	of	ADP
aiti-9196	67	4	the	the	DET
aiti-9196	67	5	conventional	conventional	ADJ
aiti-9196	67	6	headed	head	VERB
aiti-9196	67	7	stud	stud	NOUN
aiti-9196	67	8	shear	shear	PROPN
aiti-9196	67	9	connector	connector	NOUN
aiti-9196	67	10	is	be	AUX
aiti-9196	67	11	low	low	ADJ
aiti-9196	67	12	,	,	PUNCT
aiti-9196	67	13	hence	hence	ADV
aiti-9196	67	14	,	,	PUNCT
aiti-9196	67	15	many	many	ADJ
aiti-9196	67	16	studs	stud	NOUN
aiti-9196	67	17	are	be	AUX
aiti-9196	67	18	required	require	VERB
aiti-9196	67	19	in	in	ADP
aiti-9196	67	20	the	the	DET
aiti-9196	67	21	composite	composite	ADJ
aiti-9196	67	22	beam	beam	NOUN
aiti-9196	67	23	to	to	PART
aiti-9196	67	24	provide	provide	VERB
aiti-9196	67	25	the	the	DET
aiti-9196	67	26	desired	desire	VERB
aiti-9196	67	27	shear	shear	NOUN
aiti-9196	67	28	resistance	resistance	NOUN
aiti-9196	67	29	.	.	PUNCT
aiti-9196	68	1	the	the	DET
aiti-9196	68	2	current	current	ADJ
aiti-9196	68	3	study	study	NOUN
aiti-9196	68	4	aims	aim	VERB
aiti-9196	68	5	to	to	PART
aiti-9196	68	6	propose	propose	VERB
aiti-9196	68	7	an	an	DET
aiti-9196	68	8	innovative	innovative	ADJ
aiti-9196	68	9	pennon	pennon	NOUN
aiti-9196	68	10	plate	plate	NOUN
aiti-9196	68	11	-	-	PUNCT
aiti-9196	68	12	headed	head	VERB
aiti-9196	68	13	(	(	PUNCT
aiti-9196	68	14	pph	pph	PROPN
aiti-9196	68	15	)	)	PUNCT
aiti-9196	68	16	studs	stud	NOUN
aiti-9196	68	17	shear	shear	VERB
aiti-9196	68	18	connector	connector	NOUN
aiti-9196	68	19	for	for	ADP
aiti-9196	68	20	better	well	ADJ
aiti-9196	68	21	shear	shear	ADJ
aiti-9196	68	22	resistance	resistance	NOUN
aiti-9196	68	23	of	of	ADP
aiti-9196	68	24	composite	composite	ADJ
aiti-9196	68	25	connection	connection	NOUN
aiti-9196	68	26	than	than	ADP
aiti-9196	68	27	regular	regular	ADJ
aiti-9196	68	28	circular	circular	ADJ
aiti-9196	68	29	-	-	PUNCT
aiti-9196	68	30	headed	head	VERB
aiti-9196	68	31	stud	stud	NOUN
aiti-9196	68	32	shear	shear	PROPN
aiti-9196	68	33	connectors	connector	NOUN
aiti-9196	68	34	.	.	PUNCT
aiti-9196	69	1	the	the	DET
aiti-9196	69	2	triangular	triangular	ADV
aiti-9196	69	3	-	-	PUNCT
aiti-9196	69	4	shaped	shape	VERB
aiti-9196	69	5	steel	steel	NOUN
aiti-9196	69	6	plates	plate	NOUN
aiti-9196	69	7	similar	similar	ADJ
aiti-9196	69	8	to	to	ADP
aiti-9196	69	9	the	the	DET
aiti-9196	69	10	pennon	pennon	NOUN
aiti-9196	69	11	have	have	AUX
aiti-9196	69	12	been	be	AUX
aiti-9196	69	13	welded	weld	VERB
aiti-9196	69	14	to	to	ADP
aiti-9196	69	15	the	the	DET
aiti-9196	69	16	shank	shank	NOUN
aiti-9196	69	17	of	of	ADP
aiti-9196	69	18	a	a	DET
aiti-9196	69	19	standard	standard	ADJ
aiti-9196	69	20	-	-	PUNCT
aiti-9196	69	21	headed	head	VERB
aiti-9196	69	22	stud	stud	NOUN
aiti-9196	69	23	shear	shear	NOUN
aiti-9196	69	24	connector	connector	NOUN
aiti-9196	69	25	to	to	PART
aiti-9196	69	26	form	form	VERB
aiti-9196	69	27	the	the	DET
aiti-9196	69	28	pph	pph	PROPN
aiti-9196	69	29	stud	stud	NOUN
aiti-9196	69	30	.	.	PUNCT
aiti-9196	70	1	then	then	ADV
aiti-9196	70	2	,	,	PUNCT
aiti-9196	70	3	the	the	DET
aiti-9196	70	4	base	base	NOUN
aiti-9196	70	5	of	of	ADP
aiti-9196	70	6	pph	pph	PROPN
aiti-9196	70	7	studs	stud	NOUN
aiti-9196	70	8	should	should	AUX
aiti-9196	70	9	be	be	AUX
aiti-9196	70	10	welded	weld	VERB
aiti-9196	70	11	to	to	ADP
aiti-9196	70	12	the	the	DET
aiti-9196	70	13	flange	flange	NOUN
aiti-9196	70	14	of	of	ADP
aiti-9196	70	15	the	the	DET
aiti-9196	70	16	steel	steel	NOUN
aiti-9196	70	17	beam	beam	NOUN
aiti-9196	70	18	and	and	CCONJ
aiti-9196	70	19	embedded	embed	VERB
aiti-9196	70	20	in	in	ADP
aiti-9196	70	21	a	a	DET
aiti-9196	70	22	concrete	concrete	ADJ
aiti-9196	70	23	slab	slab	NOUN
aiti-9196	70	24	when	when	SCONJ
aiti-9196	70	25	in	in	ADP
aiti-9196	70	26	use	use	NOUN
aiti-9196	70	27	.	.	PUNCT
aiti-9196	71	1	steel	steel	NOUN
aiti-9196	71	2	beam	beam	PROPN
aiti-9196	71	3	-	-	PUNCT
aiti-9196	71	4	rc	rc	PROPN
aiti-9196	71	5	slab	slab	NOUN
aiti-9196	71	6	composite	composite	ADJ
aiti-9196	71	7	structure	structure	NOUN
aiti-9196	71	8	normal	normal	ADJ
aiti-9196	71	9	headed	head	VERB
aiti-9196	71	10	stud	stud	NOUN
aiti-9196	71	11	advances	advance	NOUN
aiti-9196	71	12	in	in	ADP
aiti-9196	71	13	technology	technology	NOUN
aiti-9196	71	14	innovation	innovation	NOUN
aiti-9196	71	15	,	,	PUNCT
aiti-9196	71	16	vol	vol	NOUN
aiti-9196	71	17	.	.	PROPN
aiti-9196	71	18	8	8	NUM
aiti-9196	71	19	,	,	PUNCT
aiti-9196	71	20	no	no	INTJ
aiti-9196	71	21	.	.	NOUN
aiti-9196	71	22	3	3	NUM
aiti-9196	71	23	,	,	PUNCT
aiti-9196	71	24	2023	2023	NUM
aiti-9196	71	25	,	,	PUNCT
aiti-9196	71	26	pp	pp	ADJ
aiti-9196	71	27	.	.	PUNCT
aiti-9196	72	1	177	177	NUM
aiti-9196	72	2	-	-	SYM
aiti-9196	72	3	191	191	NUM
aiti-9196	72	4	179	179	NUM
aiti-9196	72	5	this	this	DET
aiti-9196	72	6	study	study	NOUN
aiti-9196	72	7	uses	use	VERB
aiti-9196	72	8	fe	fe	NOUN
aiti-9196	72	9	analysis	analysis	NOUN
aiti-9196	72	10	to	to	PART
aiti-9196	72	11	explore	explore	VERB
aiti-9196	72	12	the	the	DET
aiti-9196	72	13	performance	performance	NOUN
aiti-9196	72	14	of	of	ADP
aiti-9196	72	15	pph	pph	PROPN
aiti-9196	72	16	studs	stud	NOUN
aiti-9196	72	17	in	in	ADP
aiti-9196	72	18	composite	composite	ADJ
aiti-9196	72	19	action	action	NOUN
aiti-9196	72	20	for	for	ADP
aiti-9196	72	21	strength	strength	NOUN
aiti-9196	72	22	and	and	CCONJ
aiti-9196	72	23	load	load	NOUN
aiti-9196	72	24	-	-	PUNCT
aiti-9196	72	25	slip	slip	NOUN
aiti-9196	72	26	behavior	behavior	NOUN
aiti-9196	72	27	over	over	ADP
aiti-9196	72	28	the	the	DET
aiti-9196	72	29	standard	standard	NOUN
aiti-9196	72	30	-	-	PUNCT
aiti-9196	72	31	headed	head	VERB
aiti-9196	72	32	stud	stud	NOUN
aiti-9196	72	33	shear	shear	NOUN
aiti-9196	72	34	connector	connector	NOUN
aiti-9196	72	35	.	.	PUNCT
aiti-9196	73	1	the	the	DET
aiti-9196	73	2	parametric	parametric	ADJ
aiti-9196	73	3	studies	study	NOUN
aiti-9196	73	4	using	use	VERB
aiti-9196	73	5	full	full	ADJ
aiti-9196	73	6	factorial	factorial	ADJ
aiti-9196	73	7	design	design	NOUN
aiti-9196	73	8	of	of	ADP
aiti-9196	73	9	experiments	experiment	NOUN
aiti-9196	73	10	(	(	PUNCT
aiti-9196	73	11	doe	doe	NOUN
aiti-9196	73	12	)	)	PUNCT
aiti-9196	73	13	have	have	AUX
aiti-9196	73	14	been	be	AUX
aiti-9196	73	15	investigated	investigate	VERB
aiti-9196	73	16	for	for	ADP
aiti-9196	73	17	analyzing	analyze	VERB
aiti-9196	73	18	the	the	DET
aiti-9196	73	19	effect	effect	NOUN
aiti-9196	73	20	of	of	ADP
aiti-9196	73	21	parameters	parameter	NOUN
aiti-9196	73	22	on	on	ADP
aiti-9196	73	23	shear	shear	NOUN
aiti-9196	73	24	connection	connection	NOUN
aiti-9196	73	25	performance	performance	NOUN
aiti-9196	73	26	.	.	PUNCT
aiti-9196	74	1	the	the	DET
aiti-9196	74	2	effect	effect	NOUN
aiti-9196	74	3	of	of	ADP
aiti-9196	74	4	the	the	DET
aiti-9196	74	5	pennon	pennon	NOUN
aiti-9196	74	6	plate	plate	NOUN
aiti-9196	74	7	thickness	thickness	NOUN
aiti-9196	74	8	(	(	PUNCT
aiti-9196	74	9	t	t	PROPN
aiti-9196	74	10	)	)	PUNCT
aiti-9196	74	11	,	,	PUNCT
aiti-9196	74	12	the	the	DET
aiti-9196	74	13	height	height	NOUN
aiti-9196	74	14	of	of	ADP
aiti-9196	74	15	the	the	DET
aiti-9196	74	16	pennon	pennon	NOUN
aiti-9196	74	17	plate	plate	NOUN
aiti-9196	74	18	(	(	PUNCT
aiti-9196	74	19	h	h	NOUN
aiti-9196	74	20	)	)	PUNCT
aiti-9196	74	21	,	,	PUNCT
aiti-9196	74	22	different	different	ADJ
aiti-9196	74	23	grades	grade	NOUN
aiti-9196	74	24	of	of	ADP
aiti-9196	74	25	concrete	concrete	ADJ
aiti-9196	74	26	(	(	PUNCT
aiti-9196	74	27	fc	fc	INTJ
aiti-9196	74	28	)	)	PUNCT
aiti-9196	74	29	,	,	PUNCT
aiti-9196	74	30	and	and	CCONJ
aiti-9196	74	31	stud	stud	NOUN
aiti-9196	74	32	diameter	diameter	NOUN
aiti-9196	74	33	(	(	PUNCT
aiti-9196	74	34	d	d	NOUN
aiti-9196	74	35	)	)	PUNCT
aiti-9196	74	36	as	as	ADP
aiti-9196	74	37	key	key	ADJ
aiti-9196	74	38	parameters	parameter	NOUN
aiti-9196	74	39	,	,	PUNCT
aiti-9196	74	40	and	and	CCONJ
aiti-9196	74	41	their	their	PRON
aiti-9196	74	42	interactions	interaction	NOUN
aiti-9196	74	43	are	be	AUX
aiti-9196	74	44	considered	consider	VERB
aiti-9196	74	45	in	in	ADP
aiti-9196	74	46	the	the	DET
aiti-9196	74	47	investigation	investigation	NOUN
aiti-9196	74	48	.	.	PUNCT
aiti-9196	75	1	the	the	DET
aiti-9196	75	2	present	present	ADJ
aiti-9196	75	3	study	study	NOUN
aiti-9196	75	4	is	be	AUX
aiti-9196	75	5	the	the	DET
aiti-9196	75	6	first	first	ADJ
aiti-9196	75	7	extensive	extensive	ADJ
aiti-9196	75	8	research	research	NOUN
aiti-9196	75	9	on	on	ADP
aiti-9196	75	10	the	the	DET
aiti-9196	75	11	steel	steel	NOUN
aiti-9196	75	12	plates	plate	NOUN
aiti-9196	75	13	welded	weld	VERB
aiti-9196	75	14	to	to	ADP
aiti-9196	75	15	the	the	DET
aiti-9196	75	16	shank	shank	NOUN
aiti-9196	75	17	of	of	ADP
aiti-9196	75	18	the	the	DET
aiti-9196	75	19	stud	stud	NOUN
aiti-9196	75	20	in	in	ADP
aiti-9196	75	21	composite	composite	ADJ
aiti-9196	75	22	structures	structure	NOUN
aiti-9196	75	23	for	for	ADP
aiti-9196	75	24	their	their	PRON
aiti-9196	75	25	strength	strength	NOUN
aiti-9196	75	26	and	and	CCONJ
aiti-9196	75	27	load	load	NOUN
aiti-9196	75	28	-	-	PUNCT
aiti-9196	75	29	slip	slip	NOUN
aiti-9196	75	30	performance	performance	NOUN
aiti-9196	75	31	.	.	PUNCT
aiti-9196	76	1	fig	fig	NOUN
aiti-9196	76	2	.	.	PUNCT
aiti-9196	77	1	2	2	NUM
aiti-9196	77	2	depicts	depict	VERB
aiti-9196	77	3	the	the	DET
aiti-9196	77	4	construction	construction	NOUN
aiti-9196	77	5	of	of	ADP
aiti-9196	77	6	the	the	DET
aiti-9196	77	7	proposed	propose	VERB
aiti-9196	77	8	pph	pph	PROPN
aiti-9196	77	9	stud	stud	NOUN
aiti-9196	77	10	with	with	ADP
aiti-9196	77	11	a	a	DET
aiti-9196	77	12	total	total	ADJ
aiti-9196	77	13	height	height	NOUN
aiti-9196	77	14	(	(	PUNCT
aiti-9196	77	15	h	h	NOUN
aiti-9196	77	16	)	)	PUNCT
aiti-9196	77	17	of	of	ADP
aiti-9196	77	18	100	100	NUM
aiti-9196	77	19	mm	mm	NOUN
aiti-9196	77	20	.	.	PUNCT
aiti-9196	77	21	fig	fig	NOUN
aiti-9196	77	22	.	.	PUNCT
aiti-9196	78	1	2	2	NUM
aiti-9196	79	1	the	the	DET
aiti-9196	79	2	proposed	propose	VERB
aiti-9196	79	3	pph	pph	PROPN
aiti-9196	79	4	studs	stud	NOUN
aiti-9196	79	5	2	2	X
aiti-9196	79	6	.	.	PUNCT
aiti-9196	79	7	shear	shear	PROPN
aiti-9196	79	8	connector	connector	PROPN
aiti-9196	79	9	finite	finite	PROPN
aiti-9196	79	10	element	element	PROPN
aiti-9196	79	11	model	model	NOUN
aiti-9196	79	12	(	(	PUNCT
aiti-9196	79	13	a	a	NOUN
aiti-9196	79	14	)	)	PUNCT
aiti-9196	79	15	front	front	ADJ
aiti-9196	79	16	view	view	NOUN
aiti-9196	79	17	(	(	PUNCT
aiti-9196	79	18	b	b	NOUN
aiti-9196	79	19	)	)	PUNCT
aiti-9196	79	20	side	side	ADJ
aiti-9196	79	21	view	view	NOUN
aiti-9196	79	22	(	(	PUNCT
aiti-9196	79	23	c	c	NOUN
aiti-9196	79	24	)	)	PUNCT
aiti-9196	79	25	top	top	ADJ
aiti-9196	79	26	view	view	NOUN
aiti-9196	79	27	fig	fig	NOUN
aiti-9196	79	28	.	.	PUNCT
aiti-9196	80	1	3	3	NUM
aiti-9196	80	2	the	the	DET
aiti-9196	80	3	geometry	geometry	NOUN
aiti-9196	80	4	of	of	ADP
aiti-9196	80	5	specimens	specimen	NOUN
aiti-9196	80	6	(	(	PUNCT
aiti-9196	80	7	all	all	DET
aiti-9196	80	8	dimensions	dimension	NOUN
aiti-9196	80	9	are	be	AUX
aiti-9196	80	10	in	in	ADP
aiti-9196	80	11	mm	mm	PROPN
aiti-9196	80	12	)	)	PUNCT
aiti-9196	80	13	(	(	PUNCT
aiti-9196	80	14	a	a	X
aiti-9196	80	15	)	)	PUNCT
aiti-9196	80	16	a	a	DET
aiti-9196	80	17	quarter	quarter	NOUN
aiti-9196	80	18	model	model	NOUN
aiti-9196	80	19	(	(	PUNCT
aiti-9196	80	20	b	b	NOUN
aiti-9196	80	21	)	)	PUNCT
aiti-9196	80	22	transparent	transparent	ADJ
aiti-9196	80	23	view	view	NOUN
aiti-9196	80	24	of	of	ADP
aiti-9196	80	25	specimens	specimen	NOUN
aiti-9196	80	26	fig	fig	NOUN
aiti-9196	80	27	.	.	PUNCT
aiti-9196	81	1	4	4	NUM
aiti-9196	81	2	3d	3d	NUM
aiti-9196	81	3	model	model	NOUN
aiti-9196	81	4	of	of	ADP
aiti-9196	81	5	specimens	specimen	NOUN
aiti-9196	81	6	the	the	DET
aiti-9196	81	7	pushout	pushout	NOUN
aiti-9196	81	8	test	test	NOUN
aiti-9196	81	9	is	be	AUX
aiti-9196	81	10	modeled	model	VERB
aiti-9196	81	11	using	use	VERB
aiti-9196	81	12	fe	fe	ADJ
aiti-9196	81	13	analysis	analysis	NOUN
aiti-9196	81	14	[	[	X
aiti-9196	81	15	20	20	NUM
aiti-9196	81	16	]	]	PUNCT
aiti-9196	81	17	.	.	PUNCT
aiti-9196	82	1	the	the	DET
aiti-9196	82	2	shear	shear	NOUN
aiti-9196	82	3	connectors	connector	NOUN
aiti-9196	82	4	,	,	PUNCT
aiti-9196	82	5	steel	steel	NOUN
aiti-9196	82	6	beams	beam	NOUN
aiti-9196	82	7	,	,	PUNCT
aiti-9196	82	8	reinforcement	reinforcement	NOUN
aiti-9196	82	9	,	,	PUNCT
aiti-9196	82	10	and	and	CCONJ
aiti-9196	82	11	concrete	concrete	ADJ
aiti-9196	82	12	slabs	slab	NOUN
aiti-9196	82	13	are	be	AUX
aiti-9196	82	14	the	the	DET
aiti-9196	82	15	influential	influential	ADJ
aiti-9196	82	16	components	component	NOUN
aiti-9196	82	17	of	of	ADP
aiti-9196	82	18	the	the	DET
aiti-9196	82	19	shear	shear	NOUN
aiti-9196	82	20	connection	connection	NOUN
aiti-9196	82	21	behavior	behavior	NOUN
aiti-9196	82	22	in	in	ADP
aiti-9196	82	23	the	the	DET
aiti-9196	82	24	composite	composite	ADJ
aiti-9196	82	25	beam	beam	NOUN
aiti-9196	82	26	.	.	PUNCT
aiti-9196	83	1	precise	precise	ADJ
aiti-9196	83	2	interaction	interaction	NOUN
aiti-9196	83	3	between	between	ADP
aiti-9196	83	4	components	component	NOUN
aiti-9196	83	5	is	be	AUX
aiti-9196	83	6	essential	essential	ADJ
aiti-9196	83	7	to	to	PART
aiti-9196	83	8	get	get	VERB
aiti-9196	83	9	accurate	accurate	ADJ
aiti-9196	83	10	results	result	NOUN
aiti-9196	83	11	as	as	SCONJ
aiti-9196	83	12	geometric	geometric	ADJ
aiti-9196	83	13	and	and	CCONJ
aiti-9196	83	14	material	material	NOUN
aiti-9196	83	15	nonlinearity	nonlinearity	NOUN
aiti-9196	83	16	is	be	AUX
aiti-9196	83	17	involved	involve	VERB
aiti-9196	83	18	in	in	ADP
aiti-9196	83	19	fe	fe	NOUN
aiti-9196	83	20	analysis	analysis	NOUN
aiti-9196	83	21	.	.	PUNCT
aiti-9196	84	1	the	the	DET
aiti-9196	84	2	specimen	specimen	PROPN
aiti-9196	84	3	geometries	geometry	NOUN
aiti-9196	84	4	are	be	AUX
aiti-9196	84	5	shown	show	VERB
aiti-9196	84	6	in	in	ADP
aiti-9196	84	7	fig	fig	NOUN
aiti-9196	84	8	.	.	PUNCT
aiti-9196	85	1	3	3	X
aiti-9196	85	2	.	.	X
aiti-9196	85	3	figs	fig	NOUN
aiti-9196	85	4	.	.	PUNCT
aiti-9196	86	1	4	4	NUM
aiti-9196	86	2	(	(	PUNCT
aiti-9196	86	3	a)-(b	a)-(b	NOUN
aiti-9196	86	4	)	)	PUNCT
aiti-9196	86	5	show	show	VERB
aiti-9196	86	6	a	a	DET
aiti-9196	86	7	quarter	quarter	NOUN
aiti-9196	86	8	model	model	NOUN
aiti-9196	86	9	and	and	CCONJ
aiti-9196	86	10	a	a	DET
aiti-9196	86	11	transparent	transparent	ADJ
aiti-9196	86	12	view	view	NOUN
aiti-9196	86	13	of	of	ADP
aiti-9196	86	14	specimens	specimens	PROPN
aiti-9196	86	15	.	.	PROPN
aiti-9196	86	16	fe	fe	PROPN
aiti-9196	86	17	simulation	simulation	NOUN
aiti-9196	86	18	is	be	AUX
aiti-9196	86	19	made	make	VERB
aiti-9196	86	20	possible	possible	ADJ
aiti-9196	86	21	by	by	ADP
aiti-9196	86	22	modeling	model	VERB
aiti-9196	86	23	a	a	DET
aiti-9196	86	24	quarter	quarter	NOUN
aiti-9196	86	25	of	of	ADP
aiti-9196	86	26	the	the	DET
aiti-9196	86	27	specimen	speciman	NOUN
aiti-9196	86	28	because	because	SCONJ
aiti-9196	86	29	of	of	ADP
aiti-9196	86	30	the	the	DET
aiti-9196	86	31	symmetry	symmetry	NOUN
aiti-9196	86	32	in	in	ADP
aiti-9196	86	33	the	the	DET
aiti-9196	86	34	specimens	specimens	PROPN
aiti-9196	86	35	.	.	PROPN
aiti-9196	86	36	fe	fe	PROPN
aiti-9196	86	37	analysis	analysis	NOUN
aiti-9196	86	38	results	result	NOUN
aiti-9196	86	39	of	of	ADP
aiti-9196	86	40	pph	pph	PROPN
aiti-9196	86	41	studs	stud	NOUN
aiti-9196	86	42	are	be	AUX
aiti-9196	86	43	compared	compare	VERB
aiti-9196	86	44	with	with	ADP
aiti-9196	86	45	regular	regular	ADJ
aiti-9196	86	46	circular	circular	ADJ
aiti-9196	86	47	-	-	PUNCT
aiti-9196	86	48	headed	head	VERB
aiti-9196	86	49	stud	stud	NOUN
aiti-9196	86	50	analysis	analysis	NOUN
aiti-9196	86	51	results	result	NOUN
aiti-9196	86	52	to	to	PART
aiti-9196	86	53	check	check	VERB
aiti-9196	86	54	the	the	DET
aiti-9196	86	55	comparative	comparative	ADJ
aiti-9196	86	56	performance	performance	NOUN
aiti-9196	86	57	.	.	PUNCT
aiti-9196	87	1	also	also	ADV
aiti-9196	87	2	,	,	PUNCT
aiti-9196	87	3	the	the	DET
aiti-9196	87	4	load	load	NOUN
aiti-9196	87	5	-	-	PUNCT
aiti-9196	87	6	slip	slip	NOUN
aiti-9196	87	7	capacity	capacity	NOUN
aiti-9196	87	8	of	of	ADP
aiti-9196	87	9	pph	pph	PROPN
aiti-9196	87	10	studs	stud	NOUN
aiti-9196	87	11	and	and	CCONJ
aiti-9196	87	12	the	the	DET
aiti-9196	87	13	conventional	conventional	ADJ
aiti-9196	87	14	19	19	NUM
aiti-9196	87	15	mm	mm	NOUN
aiti-9196	87	16	regular	regular	ADJ
aiti-9196	87	17	circular	circular	ADJ
aiti-9196	87	18	-	-	PUNCT
aiti-9196	87	19	headed	head	VERB
aiti-9196	87	20	stud	stud	NOUN
aiti-9196	87	21	for	for	ADP
aiti-9196	87	22	c40	c40	NOUN
aiti-9196	87	23	and	and	CCONJ
aiti-9196	87	24	c50	c50	PROPN
aiti-9196	87	25	grade	grade	PROPN
aiti-9196	87	26	concrete	concrete	NOUN
aiti-9196	87	27	are	be	AUX
aiti-9196	87	28	compared	compare	VERB
aiti-9196	87	29	by	by	ADP
aiti-9196	87	30	using	use	VERB
aiti-9196	87	31	finite	finite	ADJ
aiti-9196	87	32	element	element	NOUN
aiti-9196	87	33	analysis	analysis	NOUN
aiti-9196	87	34	.	.	PUNCT
aiti-9196	88	1	pennon	pennon	PROPN
aiti-9196	88	2	plate	plate	PROPN
aiti-9196	88	3	headed	head	VERB
aiti-9196	88	4	stud	stud	NOUN
aiti-9196	88	5	t	t	PROPN
aiti-9196	88	6	h	h	NOUN
aiti-9196	88	7	h	h	NOUN
aiti-9196	88	8	z	z	NOUN
aiti-9196	88	9	y	y	PROPN
aiti-9196	88	10	x	x	X
aiti-9196	88	11	pph	pph	PROPN
aiti-9196	88	12	stud	stud	PROPN
aiti-9196	88	13	partition	partition	NOUN
aiti-9196	88	14	plane	plane	NOUN
aiti-9196	88	15	rebars	rebar	NOUN
aiti-9196	88	16	base	base	NOUN
aiti-9196	88	17	block	block	NOUN
aiti-9196	88	18	advances	advance	NOUN
aiti-9196	88	19	in	in	ADP
aiti-9196	88	20	technology	technology	NOUN
aiti-9196	88	21	innovation	innovation	NOUN
aiti-9196	88	22	,	,	PUNCT
aiti-9196	88	23	vol	vol	NOUN
aiti-9196	88	24	.	.	PROPN
aiti-9196	88	25	8	8	NUM
aiti-9196	88	26	,	,	PUNCT
aiti-9196	88	27	no	no	INTJ
aiti-9196	88	28	.	.	NOUN
aiti-9196	88	29	3	3	NUM
aiti-9196	88	30	,	,	PUNCT
aiti-9196	88	31	2023	2023	NUM
aiti-9196	88	32	,	,	PUNCT
aiti-9196	88	33	pp	pp	ADJ
aiti-9196	88	34	.	.	PUNCT
aiti-9196	89	1	177	177	NUM
aiti-9196	89	2	-	-	SYM
aiti-9196	89	3	191	191	NUM
aiti-9196	89	4	180	180	NUM
aiti-9196	89	5	2.1	2.1	NUM
aiti-9196	89	6	.	.	PUNCT
aiti-9196	89	7	element	element	NOUN
aiti-9196	89	8	type	type	NOUN
aiti-9196	89	9	and	and	CCONJ
aiti-9196	89	10	meshing	mesh	VERB
aiti-9196	89	11	the	the	DET
aiti-9196	89	12	concrete	concrete	ADJ
aiti-9196	89	13	slab	slab	NOUN
aiti-9196	89	14	and	and	CCONJ
aiti-9196	89	15	a	a	DET
aiti-9196	89	16	steel	steel	NOUN
aiti-9196	89	17	beam	beam	NOUN
aiti-9196	89	18	section	section	NOUN
aiti-9196	89	19	are	be	AUX
aiti-9196	89	20	meshed	mesh	VERB
aiti-9196	89	21	using	use	VERB
aiti-9196	89	22	the	the	DET
aiti-9196	89	23	c3d8r	c3d8r	NUM
aiti-9196	89	24	solid	solid	ADJ
aiti-9196	89	25	element	element	NOUN
aiti-9196	89	26	.	.	PUNCT
aiti-9196	90	1	the	the	DET
aiti-9196	90	2	rebar	rebar	NOUN
aiti-9196	90	3	is	be	AUX
aiti-9196	90	4	used	use	VERB
aiti-9196	90	5	as	as	ADP
aiti-9196	90	6	the	the	DET
aiti-9196	90	7	t3d2	t3d2	PROPN
aiti-9196	90	8	truss	truss	ADJ
aiti-9196	90	9	element	element	NOUN
aiti-9196	90	10	in	in	ADP
aiti-9196	90	11	modeling	modeling	NOUN
aiti-9196	90	12	.	.	PUNCT
aiti-9196	91	1	the	the	DET
aiti-9196	91	2	base	base	NOUN
aiti-9196	91	3	block	block	NOUN
aiti-9196	91	4	is	be	AUX
aiti-9196	91	5	described	describe	VERB
aiti-9196	91	6	as	as	ADP
aiti-9196	91	7	a	a	DET
aiti-9196	91	8	rigid	rigid	ADJ
aiti-9196	91	9	element	element	NOUN
aiti-9196	91	10	r3d4	r3d4	NOUN
aiti-9196	91	11	.	.	PUNCT
aiti-9196	92	1	the	the	DET
aiti-9196	92	2	complex	complex	ADJ
aiti-9196	92	3	geometry	geometry	NOUN
aiti-9196	92	4	caused	cause	VERB
aiti-9196	92	5	by	by	ADP
aiti-9196	92	6	pph	pph	PROPN
aiti-9196	92	7	studs	stud	NOUN
aiti-9196	92	8	near	near	ADP
aiti-9196	92	9	the	the	DET
aiti-9196	92	10	interface	interface	NOUN
aiti-9196	92	11	between	between	ADP
aiti-9196	92	12	concrete	concrete	ADJ
aiti-9196	92	13	and	and	CCONJ
aiti-9196	92	14	stud	stud	NOUN
aiti-9196	92	15	,	,	PUNCT
aiti-9196	92	16	and	and	CCONJ
aiti-9196	92	17	the	the	DET
aiti-9196	92	18	stud	stud	NOUN
aiti-9196	92	19	with	with	ADP
aiti-9196	92	20	plate	plate	NOUN
aiti-9196	92	21	requires	require	VERB
aiti-9196	92	22	tetrahedron	tetrahedron	NOUN
aiti-9196	92	23	elements	element	NOUN
aiti-9196	92	24	(	(	PUNCT
aiti-9196	92	25	c3d10	c3d10	X
aiti-9196	92	26	)	)	PUNCT
aiti-9196	92	27	to	to	PART
aiti-9196	92	28	resolve	resolve	VERB
aiti-9196	92	29	the	the	DET
aiti-9196	92	30	complexity	complexity	NOUN
aiti-9196	92	31	of	of	ADP
aiti-9196	92	32	the	the	DET
aiti-9196	92	33	analysis	analysis	NOUN
aiti-9196	92	34	.	.	PUNCT
aiti-9196	93	1	the	the	DET
aiti-9196	93	2	fe	fe	PROPN
aiti-9196	93	3	modeling	modeling	NOUN
aiti-9196	93	4	of	of	ADP
aiti-9196	93	5	the	the	DET
aiti-9196	93	6	specimens	specimen	NOUN
aiti-9196	93	7	is	be	AUX
aiti-9196	93	8	shown	show	VERB
aiti-9196	93	9	in	in	ADP
aiti-9196	93	10	fig	fig	NOUN
aiti-9196	93	11	.	.	PUNCT
aiti-9196	94	1	5	5	NUM
aiti-9196	94	2	.	.	X
aiti-9196	94	3	initially	initially	ADV
aiti-9196	94	4	,	,	PUNCT
aiti-9196	94	5	the	the	DET
aiti-9196	94	6	assumed	assumed	ADJ
aiti-9196	94	7	mesh	mesh	NOUN
aiti-9196	94	8	size	size	NOUN
aiti-9196	94	9	around	around	ADP
aiti-9196	94	10	the	the	DET
aiti-9196	94	11	shear	shear	NOUN
aiti-9196	94	12	connector	connector	NOUN
aiti-9196	94	13	hole	hole	NOUN
aiti-9196	94	14	area	area	NOUN
aiti-9196	94	15	is	be	AUX
aiti-9196	94	16	5	5	NUM
aiti-9196	94	17	mm	mm	NOUN
aiti-9196	94	18	and	and	CCONJ
aiti-9196	94	19	40	40	NUM
aiti-9196	94	20	mm	mm	NOUN
aiti-9196	94	21	in	in	ADP
aiti-9196	94	22	the	the	DET
aiti-9196	94	23	rest	rest	NOUN
aiti-9196	94	24	of	of	ADP
aiti-9196	94	25	the	the	DET
aiti-9196	94	26	concrete	concrete	ADJ
aiti-9196	94	27	area	area	NOUN
aiti-9196	94	28	.	.	PUNCT
aiti-9196	95	1	the	the	DET
aiti-9196	95	2	finite	finite	PROPN
aiti-9196	95	3	element	element	PROPN
aiti-9196	95	4	simulation	simulation	NOUN
aiti-9196	95	5	showed	show	VERB
aiti-9196	95	6	a	a	DET
aiti-9196	95	7	variation	variation	NOUN
aiti-9196	95	8	of	of	ADP
aiti-9196	95	9	12	12	NUM
aiti-9196	95	10	%	%	NOUN
aiti-9196	95	11	in	in	ADP
aiti-9196	95	12	the	the	DET
aiti-9196	95	13	results	result	NOUN
aiti-9196	95	14	.	.	PUNCT
aiti-9196	96	1	hence	hence	ADV
aiti-9196	96	2	,	,	PUNCT
aiti-9196	96	3	the	the	DET
aiti-9196	96	4	mesh	mesh	NOUN
aiti-9196	96	5	size	size	NOUN
aiti-9196	96	6	of	of	ADP
aiti-9196	96	7	4.5	4.5	NUM
aiti-9196	96	8	mm	mm	NOUN
aiti-9196	96	9	was	be	AUX
aiti-9196	96	10	considered	consider	VERB
aiti-9196	96	11	for	for	ADP
aiti-9196	96	12	the	the	DET
aiti-9196	96	13	concrete	concrete	ADJ
aiti-9196	96	14	slab	slab	NOUN
aiti-9196	96	15	area	area	NOUN
aiti-9196	96	16	around	around	ADP
aiti-9196	96	17	the	the	DET
aiti-9196	96	18	stud	stud	NOUN
aiti-9196	96	19	hole	hole	NOUN
aiti-9196	96	20	and	and	CCONJ
aiti-9196	96	21	25	25	NUM
aiti-9196	96	22	mm	mm	NOUN
aiti-9196	96	23	in	in	ADP
aiti-9196	96	24	the	the	DET
aiti-9196	96	25	rest	rest	NOUN
aiti-9196	96	26	of	of	ADP
aiti-9196	96	27	the	the	DET
aiti-9196	96	28	concrete	concrete	ADJ
aiti-9196	96	29	slab	slab	NOUN
aiti-9196	96	30	for	for	ADP
aiti-9196	96	31	the	the	DET
aiti-9196	96	32	accuracy	accuracy	NOUN
aiti-9196	96	33	of	of	ADP
aiti-9196	96	34	mesh	mesh	NOUN
aiti-9196	96	35	convergence	convergence	NOUN
aiti-9196	96	36	.	.	PUNCT
aiti-9196	97	1	(	(	PUNCT
aiti-9196	97	2	a	a	X
aiti-9196	97	3	)	)	PUNCT
aiti-9196	97	4	concrete	concrete	ADJ
aiti-9196	97	5	slab	slab	NOUN
aiti-9196	97	6	(	(	PUNCT
aiti-9196	97	7	b	b	NOUN
aiti-9196	97	8	)	)	PUNCT
aiti-9196	97	9	steel	steel	NOUN
aiti-9196	97	10	beam	beam	NOUN
aiti-9196	97	11	and	and	CCONJ
aiti-9196	97	12	pph	pph	PROPN
aiti-9196	97	13	stud	stud	NOUN
aiti-9196	97	14	(	(	PUNCT
aiti-9196	97	15	c	c	NOUN
aiti-9196	97	16	)	)	PUNCT
aiti-9196	97	17	rebar	rebar	NOUN
aiti-9196	97	18	and	and	CCONJ
aiti-9196	97	19	base	base	NOUN
aiti-9196	97	20	block	block	NOUN
aiti-9196	97	21	fig	fig	NOUN
aiti-9196	97	22	.	.	PUNCT
aiti-9196	98	1	5	5	NUM
aiti-9196	98	2	meshing	meshing	NOUN
aiti-9196	98	3	of	of	ADP
aiti-9196	98	4	fe	fe	PROPN
aiti-9196	98	5	model	model	NOUN
aiti-9196	98	6	2.2	2.2	NUM
aiti-9196	98	7	.	.	PUNCT
aiti-9196	99	1	constrain	constrain	VERB
aiti-9196	99	2	conditions	condition	NOUN
aiti-9196	99	3	and	and	CCONJ
aiti-9196	99	4	interaction	interaction	NOUN
aiti-9196	99	5	the	the	DET
aiti-9196	99	6	components	component	NOUN
aiti-9196	99	7	are	be	AUX
aiti-9196	99	8	arranged	arrange	VERB
aiti-9196	99	9	and	and	CCONJ
aiti-9196	99	10	appropriately	appropriately	ADV
aiti-9196	99	11	positioned	position	VERB
aiti-9196	99	12	to	to	PART
aiti-9196	99	13	create	create	VERB
aiti-9196	99	14	the	the	DET
aiti-9196	99	15	specified	specified	ADJ
aiti-9196	99	16	model	model	NOUN
aiti-9196	99	17	.	.	PUNCT
aiti-9196	100	1	the	the	DET
aiti-9196	100	2	interactions	interaction	NOUN
aiti-9196	100	3	between	between	ADP
aiti-9196	100	4	components	component	NOUN
aiti-9196	100	5	are	be	AUX
aiti-9196	100	6	described	describe	VERB
aiti-9196	100	7	using	use	VERB
aiti-9196	100	8	appropriate	appropriate	ADJ
aiti-9196	100	9	constraints	constraint	NOUN
aiti-9196	100	10	.	.	PUNCT
aiti-9196	101	1	the	the	DET
aiti-9196	101	2	tie	tie	NOUN
aiti-9196	101	3	constraint	constraint	NOUN
aiti-9196	101	4	is	be	AUX
aiti-9196	101	5	applied	apply	VERB
aiti-9196	101	6	to	to	PART
aiti-9196	101	7	tie	tie	VERB
aiti-9196	101	8	nodes	node	NOUN
aiti-9196	101	9	of	of	ADP
aiti-9196	101	10	the	the	DET
aiti-9196	101	11	stud	stud	NOUN
aiti-9196	101	12	surface	surface	NOUN
aiti-9196	101	13	to	to	ADP
aiti-9196	101	14	the	the	DET
aiti-9196	101	15	concrete	concrete	ADJ
aiti-9196	101	16	slab	slab	NOUN
aiti-9196	101	17	hole	hole	NOUN
aiti-9196	101	18	surface	surface	NOUN
aiti-9196	101	19	around	around	ADP
aiti-9196	101	20	the	the	DET
aiti-9196	101	21	stud	stud	NOUN
aiti-9196	101	22	,	,	PUNCT
aiti-9196	101	23	as	as	SCONJ
aiti-9196	101	24	shown	show	VERB
aiti-9196	101	25	in	in	ADP
aiti-9196	101	26	fig	fig	NOUN
aiti-9196	101	27	.	.	PUNCT
aiti-9196	102	1	6(a	6(a	NUM
aiti-9196	102	2	)	)	PUNCT
aiti-9196	102	3	.	.	PUNCT
aiti-9196	103	1	the	the	DET
aiti-9196	103	2	surface	surface	NOUN
aiti-9196	103	3	between	between	ADP
aiti-9196	103	4	the	the	DET
aiti-9196	103	5	concrete	concrete	ADJ
aiti-9196	103	6	and	and	CCONJ
aiti-9196	103	7	steel	steel	NOUN
aiti-9196	103	8	beam	beam	NOUN
aiti-9196	103	9	flange	flange	NOUN
aiti-9196	103	10	is	be	AUX
aiti-9196	103	11	connected	connect	VERB
aiti-9196	103	12	using	use	VERB
aiti-9196	103	13	a	a	DET
aiti-9196	103	14	surface	surface	NOUN
aiti-9196	103	15	-	-	PUNCT
aiti-9196	103	16	to	to	ADP
aiti-9196	103	17	-	-	PUNCT
aiti-9196	103	18	surface	surface	NOUN
aiti-9196	103	19	contact	contact	NOUN
aiti-9196	103	20	interaction	interaction	NOUN
aiti-9196	103	21	as	as	SCONJ
aiti-9196	103	22	shown	show	VERB
aiti-9196	103	23	in	in	ADP
aiti-9196	103	24	fig	fig	NOUN
aiti-9196	103	25	.	.	PUNCT
aiti-9196	104	1	6(b	6(b	NUM
aiti-9196	104	2	)	)	PUNCT
aiti-9196	104	3	;	;	PUNCT
aiti-9196	104	4	the	the	DET
aiti-9196	104	5	contact	contact	NOUN
aiti-9196	104	6	interaction	interaction	NOUN
aiti-9196	104	7	utilized	utilize	VERB
aiti-9196	104	8	no	no	DET
aiti-9196	104	9	friction	friction	NOUN
aiti-9196	104	10	as	as	SCONJ
aiti-9196	104	11	these	these	DET
aiti-9196	104	12	parts	part	NOUN
aiti-9196	104	13	are	be	AUX
aiti-9196	104	14	assumed	assume	VERB
aiti-9196	104	15	to	to	PART
aiti-9196	104	16	be	be	AUX
aiti-9196	104	17	lubricated	lubricate	VERB
aiti-9196	104	18	.	.	PUNCT
aiti-9196	105	1	the	the	DET
aiti-9196	105	2	tie	tie	NOUN
aiti-9196	105	3	constraint	constraint	NOUN
aiti-9196	105	4	is	be	AUX
aiti-9196	105	5	applied	apply	VERB
aiti-9196	105	6	to	to	ADP
aiti-9196	105	7	the	the	DET
aiti-9196	105	8	steel	steel	NOUN
aiti-9196	105	9	beam	beam	NOUN
aiti-9196	105	10	-	-	PUNCT
aiti-9196	105	11	stud	stud	NOUN
aiti-9196	105	12	base	base	NOUN
aiti-9196	105	13	interface	interface	NOUN
aiti-9196	105	14	in	in	ADP
aiti-9196	105	15	fig	fig	NOUN
aiti-9196	105	16	.	.	PUNCT
aiti-9196	106	1	6(c	6(c	NUM
aiti-9196	106	2	)	)	PUNCT
aiti-9196	106	3	,	,	PUNCT
aiti-9196	106	4	considering	consider	VERB
aiti-9196	106	5	perfect	perfect	ADJ
aiti-9196	106	6	welding	welding	NOUN
aiti-9196	106	7	between	between	ADP
aiti-9196	106	8	two	two	NUM
aiti-9196	106	9	surfaces	surface	NOUN
aiti-9196	106	10	.	.	PUNCT
aiti-9196	107	1	the	the	DET
aiti-9196	107	2	rebars	rebar	NOUN
aiti-9196	107	3	are	be	AUX
aiti-9196	107	4	placed	place	VERB
aiti-9196	107	5	in	in	ADP
aiti-9196	107	6	the	the	DET
aiti-9196	107	7	concrete	concrete	ADJ
aiti-9196	107	8	slab	slab	NOUN
aiti-9196	107	9	subjected	subject	VERB
aiti-9196	107	10	to	to	ADP
aiti-9196	107	11	the	the	DET
aiti-9196	107	12	embedded	embed	VERB
aiti-9196	107	13	constraint	constraint	NOUN
aiti-9196	107	14	.	.	PUNCT
aiti-9196	108	1	at	at	ADP
aiti-9196	108	2	the	the	DET
aiti-9196	108	3	contact	contact	NOUN
aiti-9196	108	4	surface	surface	NOUN
aiti-9196	108	5	between	between	ADP
aiti-9196	108	6	the	the	DET
aiti-9196	108	7	base	base	NOUN
aiti-9196	108	8	block	block	NOUN
aiti-9196	108	9	and	and	CCONJ
aiti-9196	108	10	the	the	DET
aiti-9196	108	11	concrete	concrete	ADJ
aiti-9196	108	12	slab	slab	NOUN
aiti-9196	108	13	,	,	PUNCT
aiti-9196	108	14	contact	contact	NOUN
aiti-9196	108	15	interaction	interaction	NOUN
aiti-9196	108	16	(	(	PUNCT
aiti-9196	108	17	0.15	0.15	NUM
aiti-9196	108	18	)	)	PUNCT
aiti-9196	108	19	is	be	AUX
aiti-9196	108	20	used	use	VERB
aiti-9196	108	21	as	as	ADP
aiti-9196	108	22	per	per	ADP
aiti-9196	108	23	the	the	DET
aiti-9196	108	24	nguyen	nguyen	NOUN
aiti-9196	108	25	and	and	CCONJ
aiti-9196	108	26	kim	kim	PROPN
aiti-9196	109	1	[	[	X
aiti-9196	109	2	21	21	NUM
aiti-9196	109	3	]	]	X
aiti-9196	109	4	analytical	analytical	ADJ
aiti-9196	109	5	study	study	NOUN
aiti-9196	109	6	to	to	PART
aiti-9196	109	7	justify	justify	VERB
aiti-9196	109	8	the	the	DET
aiti-9196	109	9	boundary	boundary	ADJ
aiti-9196	109	10	conditions	condition	NOUN
aiti-9196	109	11	.	.	PUNCT
aiti-9196	110	1	(	(	PUNCT
aiti-9196	110	2	a	a	X
aiti-9196	110	3	)	)	PUNCT
aiti-9196	110	4	stud	stud	NOUN
aiti-9196	110	5	and	and	CCONJ
aiti-9196	110	6	stud	stud	VERB
aiti-9196	110	7	hole	hole	NOUN
aiti-9196	110	8	in	in	ADP
aiti-9196	110	9	the	the	DET
aiti-9196	110	10	slab	slab	NOUN
aiti-9196	110	11	(	(	PUNCT
aiti-9196	110	12	b	b	NOUN
aiti-9196	110	13	)	)	PUNCT
aiti-9196	110	14	vertical	vertical	ADJ
aiti-9196	110	15	surface	surface	NOUN
aiti-9196	110	16	of	of	ADP
aiti-9196	110	17	slab	slab	NOUN
aiti-9196	110	18	and	and	CCONJ
aiti-9196	110	19	beam	beam	NOUN
aiti-9196	110	20	(	(	PUNCT
aiti-9196	110	21	c	c	NOUN
aiti-9196	110	22	)	)	PUNCT
aiti-9196	110	23	stud	stud	NOUN
aiti-9196	110	24	bottom	bottom	ADJ
aiti-9196	110	25	surface	surface	NOUN
aiti-9196	110	26	and	and	CCONJ
aiti-9196	110	27	vertical	vertical	ADJ
aiti-9196	110	28	surface	surface	NOUN
aiti-9196	110	29	of	of	ADP
aiti-9196	110	30	the	the	DET
aiti-9196	110	31	beam	beam	NOUN
aiti-9196	110	32	fig	fig	NOUN
aiti-9196	110	33	.	.	PUNCT
aiti-9196	111	1	6	6	NUM
aiti-9196	111	2	constrain	constrain	VERB
aiti-9196	111	3	and	and	CCONJ
aiti-9196	111	4	interaction	interaction	NOUN
aiti-9196	111	5	surfaces	surface	NOUN
aiti-9196	111	6	2.3	2.3	NUM
aiti-9196	111	7	.	.	PUNCT
aiti-9196	112	1	boundary	boundary	ADJ
aiti-9196	112	2	conditions	condition	NOUN
aiti-9196	112	3	and	and	CCONJ
aiti-9196	112	4	loading	loading	NOUN
aiti-9196	112	5	since	since	SCONJ
aiti-9196	112	6	the	the	DET
aiti-9196	112	7	geometry	geometry	NOUN
aiti-9196	112	8	of	of	ADP
aiti-9196	112	9	the	the	DET
aiti-9196	112	10	pushout	pushout	NOUN
aiti-9196	112	11	test	test	NOUN
aiti-9196	112	12	setup	setup	NOUN
aiti-9196	112	13	is	be	AUX
aiti-9196	112	14	symmetric	symmetric	ADJ
aiti-9196	112	15	,	,	PUNCT
aiti-9196	112	16	the	the	DET
aiti-9196	112	17	symmetric	symmetric	ADJ
aiti-9196	112	18	boundary	boundary	ADJ
aiti-9196	112	19	condition	condition	NOUN
aiti-9196	112	20	(	(	PUNCT
aiti-9196	112	21	sbc	sbc	NOUN
aiti-9196	112	22	)	)	PUNCT
aiti-9196	112	23	is	be	AUX
aiti-9196	112	24	applied	apply	VERB
aiti-9196	112	25	to	to	ADP
aiti-9196	112	26	the	the	DET
aiti-9196	112	27	specimen	speciman	NOUN
aiti-9196	112	28	surfaces	surface	NOUN
aiti-9196	112	29	of	of	ADP
aiti-9196	112	30	symmetric	symmetric	ADJ
aiti-9196	112	31	planes	plane	NOUN
aiti-9196	112	32	in	in	ADP
aiti-9196	112	33	figs	fig	NOUN
aiti-9196	112	34	.	.	PUNCT
aiti-9196	113	1	7(a)-(b	7(a)-(b	NUM
aiti-9196	113	2	)	)	PUNCT
aiti-9196	113	3	.	.	PUNCT
aiti-9196	114	1	because	because	SCONJ
aiti-9196	114	2	the	the	DET
aiti-9196	114	3	rigidity	rigidity	NOUN
aiti-9196	114	4	of	of	ADP
aiti-9196	114	5	the	the	DET
aiti-9196	114	6	base	base	NOUN
aiti-9196	114	7	block	block	NOUN
aiti-9196	114	8	is	be	AUX
aiti-9196	114	9	not	not	PART
aiti-9196	114	10	movable	movable	ADJ
aiti-9196	114	11	,	,	PUNCT
aiti-9196	114	12	all	all	DET
aiti-9196	114	13	degrees	degree	NOUN
aiti-9196	114	14	of	of	ADP
aiti-9196	114	15	freedom	freedom	NOUN
aiti-9196	114	16	of	of	ADP
aiti-9196	114	17	the	the	DET
aiti-9196	114	18	rigid	rigid	ADJ
aiti-9196	114	19	base	base	NOUN
aiti-9196	114	20	reference	reference	NOUN
aiti-9196	114	21	node	node	NOUN
aiti-9196	114	22	are	be	AUX
aiti-9196	114	23	constrained	constrain	VERB
aiti-9196	114	24	in	in	ADP
aiti-9196	114	25	fig	fig	NOUN
aiti-9196	114	26	.	.	PUNCT
aiti-9196	115	1	7(c	7(c	NUM
aiti-9196	115	2	)	)	PUNCT
aiti-9196	115	3	.	.	PUNCT
aiti-9196	116	1	loading	loading	NOUN
aiti-9196	116	2	is	be	AUX
aiti-9196	116	3	applied	apply	VERB
aiti-9196	116	4	as	as	ADP
aiti-9196	116	5	a	a	DET
aiti-9196	116	6	downward	downward	ADJ
aiti-9196	116	7	displacement	displacement	NOUN
aiti-9196	116	8	to	to	ADP
aiti-9196	116	9	the	the	DET
aiti-9196	116	10	top	top	ADJ
aiti-9196	116	11	surface	surface	NOUN
aiti-9196	116	12	of	of	ADP
aiti-9196	116	13	the	the	DET
aiti-9196	116	14	steel	steel	NOUN
aiti-9196	116	15	beam	beam	NOUN
aiti-9196	116	16	,	,	PUNCT
aiti-9196	116	17	as	as	SCONJ
aiti-9196	116	18	shown	show	VERB
aiti-9196	116	19	in	in	ADP
aiti-9196	116	20	fig	fig	NOUN
aiti-9196	116	21	.	.	PUNCT
aiti-9196	117	1	7(d	7(d	NUM
aiti-9196	117	2	)	)	PUNCT
aiti-9196	117	3	.	.	PUNCT
aiti-9196	118	1	the	the	DET
aiti-9196	118	2	amplitude	amplitude	NOUN
aiti-9196	118	3	function	function	NOUN
aiti-9196	118	4	is	be	AUX
aiti-9196	118	5	used	use	VERB
aiti-9196	118	6	to	to	PART
aiti-9196	118	7	increase	increase	VERB
aiti-9196	118	8	the	the	DET
aiti-9196	118	9	applied	apply	VERB
aiti-9196	118	10	displacement	displacement	NOUN
aiti-9196	118	11	linearly	linearly	ADV
aiti-9196	118	12	.	.	PUNCT
aiti-9196	119	1	the	the	DET
aiti-9196	119	2	dynamic	dynamic	ADJ
aiti-9196	119	3	explicit	explicit	ADJ
aiti-9196	119	4	method	method	NOUN
aiti-9196	119	5	is	be	AUX
aiti-9196	119	6	used	use	VERB
aiti-9196	119	7	in	in	ADP
aiti-9196	119	8	this	this	DET
aiti-9196	119	9	investigation	investigation	NOUN
aiti-9196	119	10	since	since	SCONJ
aiti-9196	119	11	it	it	PRON
aiti-9196	119	12	effectively	effectively	ADV
aiti-9196	119	13	deals	deal	VERB
aiti-9196	119	14	with	with	ADP
aiti-9196	119	15	discontinuous	discontinuous	ADJ
aiti-9196	119	16	and	and	CCONJ
aiti-9196	119	17	contact	contact	NOUN
aiti-9196	119	18	problems	problem	NOUN
aiti-9196	119	19	.	.	PUNCT
aiti-9196	120	1	z	z	NOUN
aiti-9196	120	2	y	y	NOUN
aiti-9196	120	3	x	x	PUNCT
aiti-9196	120	4	advances	advance	NOUN
aiti-9196	120	5	in	in	ADP
aiti-9196	120	6	technology	technology	NOUN
aiti-9196	120	7	innovation	innovation	NOUN
aiti-9196	120	8	,	,	PUNCT
aiti-9196	120	9	vol	vol	NOUN
aiti-9196	120	10	.	.	PROPN
aiti-9196	120	11	8	8	NUM
aiti-9196	120	12	,	,	PUNCT
aiti-9196	120	13	no	no	INTJ
aiti-9196	120	14	.	.	NOUN
aiti-9196	120	15	3	3	NUM
aiti-9196	120	16	,	,	PUNCT
aiti-9196	120	17	2023	2023	NUM
aiti-9196	120	18	,	,	PUNCT
aiti-9196	120	19	pp	pp	ADJ
aiti-9196	120	20	.	.	PUNCT
aiti-9196	121	1	177	177	NUM
aiti-9196	121	2	-	-	SYM
aiti-9196	121	3	191	191	NUM
aiti-9196	121	4	181	181	NUM
aiti-9196	121	5	for	for	ADP
aiti-9196	121	6	validation	validation	NOUN
aiti-9196	121	7	of	of	ADP
aiti-9196	121	8	the	the	DET
aiti-9196	121	9	fe	fe	PROPN
aiti-9196	121	10	model	model	NOUN
aiti-9196	121	11	,	,	PUNCT
aiti-9196	121	12	the	the	DET
aiti-9196	121	13	load	load	NOUN
aiti-9196	121	14	is	be	AUX
aiti-9196	121	15	applied	apply	VERB
aiti-9196	121	16	with	with	ADP
aiti-9196	121	17	a	a	DET
aiti-9196	121	18	displacement	displacement	NOUN
aiti-9196	121	19	of	of	ADP
aiti-9196	121	20	16	16	NUM
aiti-9196	121	21	mm	mm	NOUN
aiti-9196	121	22	with	with	ADP
aiti-9196	121	23	a	a	DET
aiti-9196	121	24	time	time	NOUN
aiti-9196	121	25	one	one	NUM
aiti-9196	121	26	amplitude	amplitude	NOUN
aiti-9196	121	27	function	function	NOUN
aiti-9196	121	28	,	,	PUNCT
aiti-9196	121	29	whereas	whereas	SCONJ
aiti-9196	121	30	in	in	ADP
aiti-9196	121	31	the	the	DET
aiti-9196	121	32	parametric	parametric	ADJ
aiti-9196	121	33	studies	study	NOUN
aiti-9196	121	34	,	,	PUNCT
aiti-9196	121	35	the	the	DET
aiti-9196	121	36	load	load	NOUN
aiti-9196	121	37	is	be	AUX
aiti-9196	121	38	applied	apply	VERB
aiti-9196	121	39	with	with	ADP
aiti-9196	121	40	a	a	DET
aiti-9196	121	41	displacement	displacement	NOUN
aiti-9196	121	42	of	of	ADP
aiti-9196	121	43	25	25	NUM
aiti-9196	121	44	mm	mm	NOUN
aiti-9196	121	45	with	with	ADP
aiti-9196	121	46	a	a	DET
aiti-9196	121	47	time	time	NOUN
aiti-9196	121	48	1.56	1.56	NUM
aiti-9196	121	49	amplitude	amplitude	NOUN
aiti-9196	121	50	function	function	NOUN
aiti-9196	121	51	,	,	PUNCT
aiti-9196	121	52	keeping	keep	VERB
aiti-9196	121	53	the	the	DET
aiti-9196	121	54	same	same	ADJ
aiti-9196	121	55	rate	rate	NOUN
aiti-9196	121	56	of	of	ADP
aiti-9196	121	57	loading	loading	NOUN
aiti-9196	121	58	.	.	PUNCT
aiti-9196	122	1	(	(	PUNCT
aiti-9196	122	2	a	a	X
aiti-9196	122	3	)	)	PUNCT
aiti-9196	122	4	y	y	ADJ
aiti-9196	122	5	-	-	PUNCT
aiti-9196	122	6	axis	axis	NOUN
aiti-9196	122	7	symmetric	symmetric	NOUN
aiti-9196	122	8	(	(	PUNCT
aiti-9196	122	9	b	b	NOUN
aiti-9196	122	10	)	)	PUNCT
aiti-9196	122	11	x	x	ADJ
aiti-9196	122	12	-	-	ADJ
aiti-9196	122	13	axis	axis	ADJ
aiti-9196	122	14	symmetric	symmetric	NOUN
aiti-9196	122	15	(	(	PUNCT
aiti-9196	122	16	c	c	NOUN
aiti-9196	122	17	)	)	PUNCT
aiti-9196	122	18	fixed	fix	VERB
aiti-9196	122	19	rigid	rigid	ADJ
aiti-9196	122	20	base	base	NOUN
aiti-9196	122	21	(	(	PUNCT
aiti-9196	122	22	rp	rp	NOUN
aiti-9196	122	23	)	)	PUNCT
aiti-9196	122	24	(	(	PUNCT
aiti-9196	122	25	d	d	X
aiti-9196	122	26	)	)	PUNCT
aiti-9196	122	27	loading	loading	NOUN
aiti-9196	122	28	(	(	PUNCT
aiti-9196	122	29	rp-1	rp-1	NOUN
aiti-9196	122	30	)	)	PUNCT
aiti-9196	122	31	fig	fig	NOUN
aiti-9196	122	32	.	.	PUNCT
aiti-9196	123	1	7	7	NUM
aiti-9196	123	2	boundary	boundary	ADJ
aiti-9196	123	3	conditions	condition	NOUN
aiti-9196	123	4	of	of	ADP
aiti-9196	123	5	the	the	DET
aiti-9196	123	6	fe	fe	PROPN
aiti-9196	123	7	model	model	NOUN
aiti-9196	123	8	2.4	2.4	NUM
aiti-9196	123	9	.	.	PUNCT
aiti-9196	123	10	concrete	concrete	ADJ
aiti-9196	123	11	material	material	NOUN
aiti-9196	123	12	model	model	NOUN
aiti-9196	123	13	and	and	CCONJ
aiti-9196	123	14	properties	property	NOUN
aiti-9196	123	15	uniaxial	uniaxial	ADJ
aiti-9196	123	16	stress	stress	NOUN
aiti-9196	123	17	-	-	PUNCT
aiti-9196	123	18	strain	strain	NOUN
aiti-9196	123	19	curves	curve	NOUN
aiti-9196	123	20	for	for	ADP
aiti-9196	123	21	compressive	compressive	ADJ
aiti-9196	123	22	and	and	CCONJ
aiti-9196	123	23	tensile	tensile	ADJ
aiti-9196	123	24	concrete	concrete	ADJ
aiti-9196	123	25	behavior	behavior	NOUN
aiti-9196	123	26	are	be	AUX
aiti-9196	123	27	shown	show	VERB
aiti-9196	123	28	in	in	ADP
aiti-9196	123	29	fig	fig	NOUN
aiti-9196	123	30	.	.	PUNCT
aiti-9196	124	1	8(a	8(a	NUM
aiti-9196	124	2	)	)	PUNCT
aiti-9196	124	3	and	and	CCONJ
aiti-9196	124	4	(	(	PUNCT
aiti-9196	124	5	b	b	NOUN
aiti-9196	124	6	)	)	PUNCT
aiti-9196	124	7	,	,	PUNCT
aiti-9196	124	8	respectively	respectively	ADV
aiti-9196	124	9	.	.	PUNCT
aiti-9196	125	1	the	the	DET
aiti-9196	125	2	concrete	concrete	ADJ
aiti-9196	125	3	damage	damage	NOUN
aiti-9196	125	4	plasticity	plasticity	NOUN
aiti-9196	125	5	(	(	PUNCT
aiti-9196	125	6	cdp	cdp	NOUN
aiti-9196	125	7	)	)	PUNCT
aiti-9196	125	8	model	model	NOUN
aiti-9196	125	9	from	from	ADP
aiti-9196	125	10	abaqus	abaqus	PROPN
aiti-9196	125	11	simulated	simulate	VERB
aiti-9196	125	12	the	the	DET
aiti-9196	125	13	nonlinear	nonlinear	ADJ
aiti-9196	125	14	concrete	concrete	ADJ
aiti-9196	125	15	behavior	behavior	NOUN
aiti-9196	125	16	[	[	X
aiti-9196	125	17	20	20	NUM
aiti-9196	125	18	]	]	PUNCT
aiti-9196	125	19	.	.	PUNCT
aiti-9196	126	1	concrete	concrete	ADJ
aiti-9196	126	2	compression	compression	NOUN
aiti-9196	126	3	has	have	VERB
aiti-9196	126	4	three	three	NUM
aiti-9196	126	5	parts	part	NOUN
aiti-9196	126	6	of	of	ADP
aiti-9196	126	7	the	the	DET
aiti-9196	126	8	curve	curve	NOUN
aiti-9196	126	9	.	.	PUNCT
aiti-9196	127	1	the	the	DET
aiti-9196	127	2	first	first	ADJ
aiti-9196	127	3	portion	portion	NOUN
aiti-9196	127	4	is	be	AUX
aiti-9196	127	5	in	in	ADP
aiti-9196	127	6	the	the	DET
aiti-9196	127	7	elastic	elastic	ADJ
aiti-9196	127	8	range	range	NOUN
aiti-9196	127	9	of	of	ADP
aiti-9196	127	10	the	the	DET
aiti-9196	127	11	relative	relative	ADJ
aiti-9196	127	12	limit	limit	NOUN
aiti-9196	127	13	state	state	NOUN
aiti-9196	127	14	.	.	PUNCT
aiti-9196	128	1	the	the	DET
aiti-9196	128	2	relative	relative	ADJ
aiti-9196	128	3	limit	limit	NOUN
aiti-9196	128	4	stress	stress	NOUN
aiti-9196	128	5	for	for	ADP
aiti-9196	128	6	the	the	DET
aiti-9196	128	7	first	first	ADJ
aiti-9196	128	8	linear	linear	ADJ
aiti-9196	128	9	portion	portion	NOUN
aiti-9196	128	10	of	of	ADP
aiti-9196	128	11	the	the	DET
aiti-9196	128	12	curve	curve	NOUN
aiti-9196	128	13	is	be	AUX
aiti-9196	128	14	set	set	VERB
aiti-9196	128	15	to	to	ADP
aiti-9196	128	16	0.4	0.4	NUM
aiti-9196	128	17	fcm	fcm	X
aiti-9196	128	18	and	and	CCONJ
aiti-9196	128	19	fcm	fcm	X
aiti-9196	128	20	=	=	NUM
aiti-9196	128	21	0.8	0.8	NUM
aiti-9196	128	22	fcu	fcu	NOUN
aiti-9196	128	23	,	,	PUNCT
aiti-9196	128	24	where	where	SCONJ
aiti-9196	128	25	fcm	fcm	PROPN
aiti-9196	128	26	and	and	CCONJ
aiti-9196	128	27	fcu	fcu	NOUN
aiti-9196	128	28	are	be	AUX
aiti-9196	128	29	cylindrical	cylindrical	ADJ
aiti-9196	128	30	and	and	CCONJ
aiti-9196	128	31	cube	cube	NOUN
aiti-9196	128	32	compressive	compressive	ADJ
aiti-9196	128	33	strength	strength	NOUN
aiti-9196	128	34	of	of	ADP
aiti-9196	128	35	concrete	concrete	NOUN
aiti-9196	128	36	in	in	ADP
aiti-9196	128	37	mpa	mpa	PROPN
aiti-9196	128	38	,	,	PUNCT
aiti-9196	128	39	respectively	respectively	ADV
aiti-9196	128	40	.	.	PUNCT
aiti-9196	129	1	as	as	ADP
aiti-9196	129	2	per	per	ADP
aiti-9196	129	3	eurocode	eurocode	NOUN
aiti-9196	129	4	2	2	NUM
aiti-9196	129	5	[	[	X
aiti-9196	129	6	22	22	NUM
aiti-9196	129	7	]	]	PUNCT
aiti-9196	129	8	,	,	PUNCT
aiti-9196	129	9	the	the	DET
aiti-9196	129	10	value	value	NOUN
aiti-9196	129	11	of	of	ADP
aiti-9196	129	12	strain	strain	NOUN
aiti-9196	129	13	(	(	PUNCT
aiti-9196	129	14	%	%	INTJ
aiti-9196	129	15	)	)	PUNCT
aiti-9196	129	16	corresponding	correspond	VERB
aiti-9196	129	17	to	to	PART
aiti-9196	129	18	fcm	fcm	VERB
aiti-9196	129	19	is	be	AUX
aiti-9196	129	20	εc1	εc1	NOUN
aiti-9196	129	21	=	=	NOUN
aiti-9196	129	22	0.7	0.7	NUM
aiti-9196	129	23	fcm	fcm	X
aiti-9196	129	24	0.31	0.31	NUM
aiti-9196	129	25	.	.	PUNCT
aiti-9196	130	1	the	the	DET
aiti-9196	130	2	initial	initial	ADJ
aiti-9196	130	3	young	young	PROPN
aiti-9196	130	4	’s	’s	PART
aiti-9196	130	5	modulus	modulus	PROPN
aiti-9196	130	6	�	�	PROPN
aiti-9196	130	7	�	�	PROPN
aiti-9196	130	8	�	�	PROPN
aiti-9196	130	9	[	[	X
aiti-9196	130	10	22	22	NUM
aiti-9196	130	11	]	]	PUNCT
aiti-9196	130	12	is	be	AUX
aiti-9196	130	13	determined	determine	VERB
aiti-9196	130	14	by	by	ADP
aiti-9196	130	15	:	:	PUNCT
aiti-9196	130	16	(	(	PUNCT
aiti-9196	130	17	)	)	PUNCT
aiti-9196	130	18	(	(	PUNCT
aiti-9196	130	19	)	)	PUNCT
aiti-9196	130	20	0.3322	0.3322	NUM
aiti-9196	130	21	10	10	NUM
aiti-9196	130	22	0.1=	0.1=	PROPN
aiti-9196	130	23	×	×	NOUN
aiti-9196	130	24	×	×	NOUN
aiti-9196	130	25	cm	cm	NOUN
aiti-9196	130	26	cm	cm	NOUN
aiti-9196	130	27	e	e	NOUN
aiti-9196	130	28	mpa	mpa	PROPN
aiti-9196	130	29	f	f	PROPN
aiti-9196	130	30	(	(	PUNCT
aiti-9196	130	31	1	1	NUM
aiti-9196	130	32	)	)	PUNCT
aiti-9196	130	33	in	in	ADP
aiti-9196	130	34	concrete	concrete	NOUN
aiti-9196	130	35	,	,	PUNCT
aiti-9196	130	36	the	the	DET
aiti-9196	130	37	poisson	poisson	NOUN
aiti-9196	130	38	’s	’s	PART
aiti-9196	130	39	ratio	ratio	NOUN
aiti-9196	130	40	is	be	AUX
aiti-9196	130	41	0.2	0.2	NUM
aiti-9196	130	42	.	.	PUNCT
aiti-9196	131	1	in	in	ADP
aiti-9196	131	2	the	the	DET
aiti-9196	131	3	second	second	ADJ
aiti-9196	131	4	segment	segment	NOUN
aiti-9196	131	5	,	,	PUNCT
aiti-9196	131	6	the	the	DET
aiti-9196	131	7	nonlinear	nonlinear	ADJ
aiti-9196	131	8	parabolic	parabolic	PROPN
aiti-9196	131	9	component	component	NOUN
aiti-9196	131	10	of	of	ADP
aiti-9196	131	11	the	the	DET
aiti-9196	131	12	curve	curve	NOUN
aiti-9196	131	13	begins	begin	VERB
aiti-9196	131	14	at	at	ADP
aiti-9196	131	15	the	the	DET
aiti-9196	131	16	relative	relative	ADJ
aiti-9196	131	17	limit	limit	NOUN
aiti-9196	131	18	of	of	ADP
aiti-9196	131	19	stress	stress	NOUN
aiti-9196	131	20	0.4	0.4	NUM
aiti-9196	131	21	fcm	fcm	X
aiti-9196	131	22	and	and	CCONJ
aiti-9196	131	23	progresses	progress	VERB
aiti-9196	131	24	to	to	ADP
aiti-9196	131	25	the	the	DET
aiti-9196	131	26	concrete	concrete	ADJ
aiti-9196	131	27	capacity	capacity	NOUN
aiti-9196	131	28	fcm	fcm	X
aiti-9196	131	29	.	.	PUNCT
aiti-9196	132	1	the	the	DET
aiti-9196	132	2	nonlinear	nonlinear	ADJ
aiti-9196	132	3	parabolic	parabolic	ADJ
aiti-9196	132	4	segment	segment	NOUN
aiti-9196	132	5	of	of	ADP
aiti-9196	132	6	the	the	DET
aiti-9196	132	7	curve	curve	NOUN
aiti-9196	132	8	[	[	X
aiti-9196	132	9	22	22	NUM
aiti-9196	132	10	]	]	PUNCT
aiti-9196	132	11	follows	follow	VERB
aiti-9196	132	12	:	:	PUNCT
aiti-9196	132	13	(	(	PUNCT
aiti-9196	132	14	)	)	PUNCT
aiti-9196	132	15	2	2	NUM
aiti-9196	132	16	,	,	PUNCT
aiti-9196	132	17	0.4	0.4	NUM
aiti-9196	132	18	1	1	NUM
aiti-9196	132	19	2	2	NUM
aiti-9196	132	20	κξ	κξ	NOUN
aiti-9196	133	1	ξ	ξ	PROPN
aiti-9196	133	2	κ	κ	X
aiti-9196	133	3	ξ	ξ	PROPN
aiti-9196	133	4			NOUN
aiti-9196	133	5	−	−	NOUN
aiti-9196	134	1	=	=	X
aiti-9196	134	2	<	<	X
aiti-9196	134	3	<	<	X
aiti-9196	134	4			PROPN
aiti-9196	134	5			VERB
aiti-9196	134	6	+	+	PROPN
aiti-9196	134	7	−	−	PROPN
aiti-9196	134	8			NOUN
aiti-9196	134	9	ci	ci	NOUN
aiti-9196	134	10	cm	cm	NOUN
aiti-9196	134	11	cm	cm	PROPN
aiti-9196	134	12	ci	ci	PROPN
aiti-9196	134	13	cmf	cmf	PROPN
aiti-9196	134	14	f	f	PROPN
aiti-9196	134	15	for	for	ADP
aiti-9196	134	16	f	f	PROPN
aiti-9196	134	17	f	f	PROPN
aiti-9196	134	18	f	f	PROPN
aiti-9196	134	19	(	(	PUNCT
aiti-9196	134	20	2	2	NUM
aiti-9196	134	21	)	)	PUNCT
aiti-9196	135	1	where	where	SCONJ
aiti-9196	135	2	�	�	PROPN
aiti-9196	135	3	�	�	PROPN
aiti-9196	135	4	1.1	1.1	NUM
aiti-9196	135	5	�	�	PROPN
aiti-9196	135	6	�	�	PROPN
aiti-9196	135	7	�	�	PROPN
aiti-9196	135	8	�	�	PROPN
aiti-9196	135	9	�	�	PROPN
aiti-9196	135	10	/	/	SYM
aiti-9196	135	11	�	�	PROPN
aiti-9196	135	12	�	�	PROPN
aiti-9196	135	13	�	�	PROPN
aiti-9196	135	14	,	,	PUNCT
aiti-9196	135	15	ξ	ξ	PROPN
aiti-9196	135	16	�	�	PROPN
aiti-9196	135	17	�	�	PROPN
aiti-9196	135	18	�	�	PROPN
aiti-9196	135	19	/	/	SYM
aiti-9196	135	20	�	�	PROPN
aiti-9196	135	21	,	,	PUNCT
aiti-9196	135	22	and	and	CCONJ
aiti-9196	135	23	0.4	0.4	NUM
aiti-9196	135	24	�	�	PROPN
aiti-9196	135	25	�	�	PROPN
aiti-9196	135	26	�	�	PROPN
aiti-9196	135	27	�	�	PROPN
aiti-9196	135	28	�	�	PROPN
aiti-9196	135	29	�	�	PROPN
aiti-9196	135	30	⁄	⁄	PROPN
aiti-9196	135	31	�	�	PROPN
aiti-9196	135	32	�	�	PROPN
aiti-9196	135	33	�	�	PROPN
aiti-9196	135	34	�	�	PROPN
aiti-9196	135	35	�	�	PROPN
aiti-9196	135	36	.	.	PUNCT
aiti-9196	135	37	the	the	DET
aiti-9196	135	38	third	third	ADJ
aiti-9196	135	39	section	section	NOUN
aiti-9196	135	40	of	of	ADP
aiti-9196	135	41	the	the	DET
aiti-9196	135	42	curve	curve	NOUN
aiti-9196	135	43	is	be	AUX
aiti-9196	135	44	the	the	DET
aiti-9196	135	45	section	section	NOUN
aiti-9196	135	46	from	from	ADP
aiti-9196	135	47	fcm	fcm	PROPN
aiti-9196	135	48	to	to	ADP
aiti-9196	135	49	a	a	DET
aiti-9196	135	50	value	value	NOUN
aiti-9196	135	51	of	of	ADP
aiti-9196	135	52	�	�	PROPN
aiti-9196	135	53	�	�	PROPN
aiti-9196	135	54	�	�	PROPN
aiti-9196	135	55	�	�	PROPN
aiti-9196	135	56	.	.	PUNCT
aiti-9196	136	1	as	as	ADP
aiti-9196	136	2	per	per	ADP
aiti-9196	136	3	eurocode	eurocode	NOUN
aiti-9196	136	4	2	2	NUM
aiti-9196	136	5	[	[	X
aiti-9196	136	6	22	22	NUM
aiti-9196	136	7	]	]	PUNCT
aiti-9196	136	8	and	and	CCONJ
aiti-9196	136	9	ellobody	ellobody	NOUN
aiti-9196	136	10	et	et	PROPN
aiti-9196	136	11	al	al	PROPN
aiti-9196	136	12	.	.	PUNCT
aiti-9196	137	1	[	[	X
aiti-9196	137	2	23	23	NUM
aiti-9196	137	3	]	]	PUNCT
aiti-9196	137	4	,	,	PUNCT
aiti-9196	137	5	factor	factor	NOUN
aiti-9196	137	6	α	α	NOUN
aiti-9196	137	7	varies	vary	VERB
aiti-9196	137	8	between	between	ADP
aiti-9196	137	9	0.5	0.5	NUM
aiti-9196	137	10	to	to	PART
aiti-9196	137	11	1	1	NUM
aiti-9196	137	12	depending	depend	VERB
aiti-9196	137	13	on	on	ADP
aiti-9196	137	14	the	the	DET
aiti-9196	137	15	compressive	compressive	ADJ
aiti-9196	137	16	strength	strength	NOUN
aiti-9196	137	17	of	of	ADP
aiti-9196	137	18	the	the	DET
aiti-9196	137	19	concrete	concrete	NOUN
aiti-9196	137	20	.	.	PUNCT
aiti-9196	138	1	for	for	ADP
aiti-9196	138	2	the	the	DET
aiti-9196	138	3	present	present	ADJ
aiti-9196	138	4	study	study	NOUN
aiti-9196	138	5	,	,	PUNCT
aiti-9196	138	6	α	α	PROPN
aiti-9196	138	7	=	=	SYM
aiti-9196	138	8	0.85	0.85	NUM
aiti-9196	138	9	is	be	AUX
aiti-9196	138	10	referred	refer	VERB
aiti-9196	138	11	from	from	ADP
aiti-9196	138	12	nguyen	nguyen	NOUN
aiti-9196	138	13	and	and	CCONJ
aiti-9196	138	14	kim	kim	PROPN
aiti-9196	139	1	[	[	X
aiti-9196	139	2	21	21	NUM
aiti-9196	139	3	]	]	PUNCT
aiti-9196	139	4	for	for	ADP
aiti-9196	139	5	good	good	ADJ
aiti-9196	139	6	calibration	calibration	NOUN
aiti-9196	139	7	of	of	ADP
aiti-9196	139	8	fe	fe	NOUN
aiti-9196	139	9	results	result	NOUN
aiti-9196	139	10	.	.	PUNCT
aiti-9196	140	1	the	the	DET
aiti-9196	140	2	third	third	ADJ
aiti-9196	140	3	section	section	NOUN
aiti-9196	140	4	ends	end	VERB
aiti-9196	140	5	at	at	ADP
aiti-9196	140	6	εcu	εcu	NOUN
aiti-9196	140	7	=	=	SYM
aiti-9196	140	8	0.0035	0.0035	NUM
aiti-9196	140	9	as	as	ADP
aiti-9196	140	10	per	per	ADP
aiti-9196	140	11	guidelines	guideline	NOUN
aiti-9196	140	12	provided	provide	VERB
aiti-9196	140	13	by	by	ADP
aiti-9196	140	14	eurocode	eurocode	NOUN
aiti-9196	140	15	2	2	NUM
aiti-9196	140	16	[	[	X
aiti-9196	140	17	22	22	NUM
aiti-9196	140	18	]	]	PUNCT
aiti-9196	140	19	,	,	PUNCT
aiti-9196	140	20	but	but	CCONJ
aiti-9196	140	21	for	for	ADP
aiti-9196	140	22	good	good	ADJ
aiti-9196	140	23	agreement	agreement	NOUN
aiti-9196	140	24	of	of	ADP
aiti-9196	140	25	experimental	experimental	ADJ
aiti-9196	140	26	results	result	NOUN
aiti-9196	140	27	with	with	ADP
aiti-9196	140	28	fe	fe	NOUN
aiti-9196	140	29	analysis	analysis	NOUN
aiti-9196	140	30	,	,	PUNCT
aiti-9196	140	31	εcu	εcu	NOUN
aiti-9196	140	32	=	=	SYM
aiti-9196	140	33	0.01	0.01	NUM
aiti-9196	140	34	is	be	AUX
aiti-9196	140	35	adopted	adopt	VERB
aiti-9196	140	36	in	in	ADP
aiti-9196	140	37	the	the	DET
aiti-9196	140	38	detailed	detailed	ADJ
aiti-9196	140	39	parametric	parametric	ADJ
aiti-9196	140	40	investigation	investigation	NOUN
aiti-9196	140	41	as	as	ADP
aiti-9196	140	42	per	per	ADP
aiti-9196	140	43	nguyen	nguyen	NOUN
aiti-9196	140	44	and	and	CCONJ
aiti-9196	140	45	kim	kim	PROPN
aiti-9196	141	1	[	[	X
aiti-9196	141	2	21	21	NUM
aiti-9196	141	3	]	]	PUNCT
aiti-9196	141	4	.	.	PUNCT
aiti-9196	142	1	the	the	DET
aiti-9196	142	2	tension	tension	NOUN
aiti-9196	142	3	curve	curve	NOUN
aiti-9196	142	4	for	for	ADP
aiti-9196	142	5	concrete	concrete	NOUN
aiti-9196	142	6	can	can	AUX
aiti-9196	142	7	be	be	AUX
aiti-9196	142	8	divided	divide	VERB
aiti-9196	142	9	into	into	ADP
aiti-9196	142	10	two	two	NUM
aiti-9196	142	11	segments	segment	NOUN
aiti-9196	142	12	.	.	PUNCT
aiti-9196	143	1	as	as	ADP
aiti-9196	143	2	per	per	ADP
aiti-9196	143	3	specifications	specification	NOUN
aiti-9196	143	4	given	give	VERB
aiti-9196	143	5	by	by	ADP
aiti-9196	143	6	eurocode	eurocode	NOUN
aiti-9196	143	7	2	2	NUM
aiti-9196	143	8	[	[	X
aiti-9196	143	9	22	22	NUM
aiti-9196	143	10	]	]	PUNCT
aiti-9196	143	11	,	,	PUNCT
aiti-9196	143	12	the	the	DET
aiti-9196	143	13	tensile	tensile	NOUN
aiti-9196	143	14	curve	curve	NOUN
aiti-9196	143	15	exhibits	exhibit	VERB
aiti-9196	143	16	linear	linear	ADJ
aiti-9196	143	17	behavior	behavior	NOUN
aiti-9196	143	18	up	up	ADP
aiti-9196	143	19	to	to	ADP
aiti-9196	143	20	the	the	DET
aiti-9196	143	21	highest	high	ADJ
aiti-9196	143	22	stress	stress	NOUN
aiti-9196	143	23	,	,	PUNCT
aiti-9196	143	24	it	it	PRON
aiti-9196	143	25	is	be	AUX
aiti-9196	143	26	referred	refer	VERB
aiti-9196	143	27	to	to	ADP
aiti-9196	143	28	as	as	ADP
aiti-9196	143	29	the	the	DET
aiti-9196	143	30	tensile	tensile	NOUN
aiti-9196	143	31	strength	strength	NOUN
aiti-9196	143	32	of	of	ADP
aiti-9196	143	33	concrete	concrete	ADJ
aiti-9196	143	34	fctm	fctm	NOUN
aiti-9196	143	35	by	by	ADP
aiti-9196	143	36	:	:	PUNCT
aiti-9196	143	37	(	(	PUNCT
aiti-9196	143	38	)	)	PUNCT
aiti-9196	143	39	2	2	NUM
aiti-9196	143	40	3	3	NUM
aiti-9196	143	41	0.3	0.3	NUM
aiti-9196	143	42	8=	8=	NUM
aiti-9196	143	43	−	−	NUM
aiti-9196	143	44	cm	cm	NOUN
aiti-9196	143	45	cm	cm	NOUN
aiti-9196	144	1	f	f	PROPN
aiti-9196	144	2	f	f	PROPN
aiti-9196	144	3	(	(	PUNCT
aiti-9196	144	4	3	3	X
aiti-9196	144	5	)	)	PUNCT
aiti-9196	144	6	the	the	DET
aiti-9196	144	7	second	second	ADJ
aiti-9196	144	8	segment	segment	NOUN
aiti-9196	144	9	is	be	AUX
aiti-9196	144	10	called	call	VERB
aiti-9196	144	11	tension	tension	NOUN
aiti-9196	144	12	stiffening	stiffen	VERB
aiti-9196	144	13	.	.	PUNCT
aiti-9196	145	1	(	(	PUNCT
aiti-9196	145	2	)	)	PUNCT
aiti-9196	145	3	0.4	0.4	NUM
aiti-9196	145	4	,	,	PUNCT
aiti-9196	145	5	ε	ε	PROPN
aiti-9196	145	6	ε	ε	PROPN
aiti-9196	145	7	ε	ε	PROPN
aiti-9196	145	8	ε	ε	PROPN
aiti-9196	145	9	ε=	ε=	ADV
aiti-9196	145	10	<	<	X
aiti-9196	145	11	<	<	X
aiti-9196	145	12	ct	ct	PROPN
aiti-9196	145	13	ctm	ctm	PROPN
aiti-9196	145	14	ctr	ctr	PROPN
aiti-9196	145	15	ct	ct	PROPN
aiti-9196	145	16	ctr	ctr	PROPN
aiti-9196	145	17	ct	ct	PROPN
aiti-9196	145	18	ctu	ctu	PROPN
aiti-9196	145	19	f	f	PROPN
aiti-9196	145	20	f	f	PROPN
aiti-9196	145	21	(	(	PUNCT
aiti-9196	145	22	4	4	X
aiti-9196	145	23	)	)	PUNCT
aiti-9196	145	24	advances	advance	NOUN
aiti-9196	145	25	in	in	ADP
aiti-9196	145	26	technology	technology	NOUN
aiti-9196	145	27	innovation	innovation	NOUN
aiti-9196	145	28	,	,	PUNCT
aiti-9196	145	29	vol	vol	NOUN
aiti-9196	145	30	.	.	PROPN
aiti-9196	145	31	8	8	NUM
aiti-9196	145	32	,	,	PUNCT
aiti-9196	145	33	no	no	INTJ
aiti-9196	145	34	.	.	NOUN
aiti-9196	145	35	3	3	NUM
aiti-9196	145	36	,	,	PUNCT
aiti-9196	145	37	2023	2023	NUM
aiti-9196	145	38	,	,	PUNCT
aiti-9196	145	39	pp	pp	ADJ
aiti-9196	145	40	.	.	PUNCT
aiti-9196	146	1	177	177	NUM
aiti-9196	146	2	-	-	SYM
aiti-9196	146	3	191	191	NUM
aiti-9196	146	4	182	182	NUM
aiti-9196	146	5	the	the	DET
aiti-9196	146	6	tension	tension	NOUN
aiti-9196	146	7	stiffening	stiffen	VERB
aiti-9196	146	8	is	be	AUX
aiti-9196	146	9	defined	define	VERB
aiti-9196	146	10	by	by	ADP
aiti-9196	146	11	the	the	DET
aiti-9196	146	12	weakening	weakening	NOUN
aiti-9196	146	13	function	function	NOUN
aiti-9196	146	14	as	as	ADP
aiti-9196	146	15	per	per	ADP
aiti-9196	146	16	eq	eq	NOUN
aiti-9196	146	17	.	.	PUNCT
aiti-9196	147	1	(	(	PUNCT
aiti-9196	147	2	4	4	X
aiti-9196	147	3	)	)	PUNCT
aiti-9196	147	4	given	give	VERB
aiti-9196	147	5	by	by	ADP
aiti-9196	147	6	wang	wang	PROPN
aiti-9196	147	7	and	and	CCONJ
aiti-9196	147	8	hsu	hsu	PROPN
aiti-9196	148	1	[	[	X
aiti-9196	148	2	24	24	NUM
aiti-9196	148	3	]	]	X
aiti-9196	148	4	up	up	ADP
aiti-9196	148	5	to	to	ADP
aiti-9196	148	6	the	the	DET
aiti-9196	148	7	total	total	ADJ
aiti-9196	148	8	tensile	tensile	NOUN
aiti-9196	148	9	strain	strain	NOUN
aiti-9196	148	10	,	,	PUNCT
aiti-9196	148	11	εctu	εctu	NOUN
aiti-9196	148	12	=	=	NOUN
aiti-9196	148	13	0.005	0.005	NUM
aiti-9196	149	1	[	[	X
aiti-9196	149	2	21	21	NUM
aiti-9196	149	3	]	]	PUNCT
aiti-9196	149	4	.	.	PUNCT
aiti-9196	150	1	εctu	εctu	PROPN
aiti-9196	150	2	is	be	AUX
aiti-9196	150	3	taken	take	VERB
aiti-9196	150	4	into	into	ADP
aiti-9196	150	5	account	account	NOUN
aiti-9196	150	6	after	after	ADP
aiti-9196	150	7	cracking	crack	VERB
aiti-9196	150	8	strain	strain	NOUN
aiti-9196	150	9	εctr	εctr	ADJ
aiti-9196	150	10	at	at	ADP
aiti-9196	150	11	fctm	fctm	ADJ
aiti-9196	150	12	as	as	SCONJ
aiti-9196	150	13	shown	show	VERB
aiti-9196	150	14	in	in	ADP
aiti-9196	150	15	fig	fig	NOUN
aiti-9196	150	16	.	.	PUNCT
aiti-9196	151	1	8(b	8(b	NUM
aiti-9196	151	2	)	)	PUNCT
aiti-9196	151	3	.	.	PUNCT
aiti-9196	152	1	(	(	PUNCT
aiti-9196	152	2	a	a	X
aiti-9196	152	3	)	)	PUNCT
aiti-9196	152	4	compressive	compressive	ADJ
aiti-9196	152	5	behavior	behavior	NOUN
aiti-9196	152	6	(	(	PUNCT
aiti-9196	152	7	b	b	NOUN
aiti-9196	152	8	)	)	PUNCT
aiti-9196	152	9	tensile	tensile	NOUN
aiti-9196	152	10	behavior	behavior	NOUN
aiti-9196	152	11	fig	fig	NOUN
aiti-9196	152	12	.	.	PUNCT
aiti-9196	152	13	8	8	NUM
aiti-9196	152	14	stress	stress	NOUN
aiti-9196	152	15	-	-	PUNCT
aiti-9196	152	16	strain	strain	NOUN
aiti-9196	152	17	relationship	relationship	NOUN
aiti-9196	152	18	for	for	ADP
aiti-9196	152	19	concrete	concrete	ADJ
aiti-9196	152	20	material	material	NOUN
aiti-9196	152	21	concrete	concrete	ADJ
aiti-9196	152	22	material	material	NOUN
aiti-9196	152	23	nonlinearities	nonlinearitie	NOUN
aiti-9196	152	24	in	in	ADP
aiti-9196	152	25	compression	compression	NOUN
aiti-9196	152	26	and	and	CCONJ
aiti-9196	152	27	tension	tension	NOUN
aiti-9196	152	28	are	be	AUX
aiti-9196	152	29	simulated	simulate	VERB
aiti-9196	152	30	by	by	ADP
aiti-9196	152	31	using	use	VERB
aiti-9196	152	32	damaged	damage	VERB
aiti-9196	152	33	plastic	plastic	NOUN
aiti-9196	152	34	models	model	NOUN
aiti-9196	152	35	based	base	VERB
aiti-9196	152	36	on	on	ADP
aiti-9196	152	37	uniaxial	uniaxial	ADJ
aiti-9196	152	38	material	material	NOUN
aiti-9196	152	39	constitutions	constitution	NOUN
aiti-9196	152	40	.	.	PUNCT
aiti-9196	153	1	the	the	DET
aiti-9196	153	2	damage	damage	NOUN
aiti-9196	153	3	variable	variable	NOUN
aiti-9196	153	4	dc	dc	PROPN
aiti-9196	153	5	=	=	SYM
aiti-9196	153	6	1	1	NUM
aiti-9196	153	7	–	–	PUNCT
aiti-9196	153	8	(	(	PUNCT
aiti-9196	153	9	fci	fci	PROPN
aiti-9196	153	10	/	/	SYM
aiti-9196	153	11	fcm	fcm	PROPN
aiti-9196	153	12	)	)	PUNCT
aiti-9196	153	13	for	for	ADP
aiti-9196	153	14	compression	compression	NOUN
aiti-9196	153	15	damage	damage	NOUN
aiti-9196	153	16	and	and	CCONJ
aiti-9196	153	17	dt	dt	NOUN
aiti-9196	153	18	=	=	SYM
aiti-9196	153	19	1	1	NUM
aiti-9196	153	20	–	–	PUNCT
aiti-9196	153	21	(	(	PUNCT
aiti-9196	153	22	fct	fct	X
aiti-9196	153	23	/	/	SYM
aiti-9196	153	24	fctm	fctm	NOUN
aiti-9196	153	25	)	)	PUNCT
aiti-9196	153	26	for	for	ADP
aiti-9196	153	27	tension	tension	NOUN
aiti-9196	153	28	damage	damage	NOUN
aiti-9196	153	29	is	be	AUX
aiti-9196	153	30	specified	specify	VERB
aiti-9196	153	31	as	as	ADP
aiti-9196	153	32	a	a	DET
aiti-9196	153	33	phase	phase	NOUN
aiti-9196	153	34	of	of	ADP
aiti-9196	153	35	modulus	modulus	ADJ
aiti-9196	153	36	deterioration	deterioration	NOUN
aiti-9196	153	37	.	.	PUNCT
aiti-9196	154	1	flow	flow	VERB
aiti-9196	154	2	potential	potential	ADJ
aiti-9196	154	3	eccentricity	eccentricity	NOUN
aiti-9196	154	4	(	(	PUNCT
aiti-9196	154	5	0.1	0.1	NUM
aiti-9196	154	6	)	)	PUNCT
aiti-9196	154	7	,	,	PUNCT
aiti-9196	154	8	material	material	NOUN
aiti-9196	154	9	dilation	dilation	NOUN
aiti-9196	154	10	angle	angle	NOUN
aiti-9196	154	11	(	(	PUNCT
aiti-9196	154	12	30	30	NUM
aiti-9196	154	13	)	)	PUNCT
aiti-9196	154	14	,	,	PUNCT
aiti-9196	154	15	strength	strength	NOUN
aiti-9196	154	16	ratio	ratio	NOUN
aiti-9196	154	17	in	in	ADP
aiti-9196	154	18	biaxial	biaxial	NOUN
aiti-9196	154	19	to	to	ADP
aiti-9196	154	20	uniaxial	uniaxial	ADJ
aiti-9196	154	21	condition	condition	NOUN
aiti-9196	154	22	(	(	PUNCT
aiti-9196	154	23	1.16	1.16	NUM
aiti-9196	154	24	)	)	PUNCT
aiti-9196	154	25	,	,	PUNCT
aiti-9196	154	26	and	and	CCONJ
aiti-9196	154	27	deviatoric	deviatoric	ADJ
aiti-9196	154	28	cross	cross	ADJ
aiti-9196	154	29	-	-	NOUN
aiti-9196	154	30	section	section	ADJ
aiti-9196	154	31	parameter	parameter	NOUN
aiti-9196	154	32	(	(	PUNCT
aiti-9196	154	33	k	k	NOUN
aiti-9196	154	34	=	=	NOUN
aiti-9196	154	35	0.667	0.667	NUM
aiti-9196	154	36	)	)	PUNCT
aiti-9196	154	37	are	be	AUX
aiti-9196	154	38	used	use	VERB
aiti-9196	154	39	to	to	PART
aiti-9196	154	40	define	define	VERB
aiti-9196	154	41	the	the	DET
aiti-9196	154	42	cdp	cdp	NOUN
aiti-9196	154	43	(	(	PUNCT
aiti-9196	154	44	concrete	concrete	ADJ
aiti-9196	154	45	damage	damage	NOUN
aiti-9196	154	46	plasticity	plasticity	NOUN
aiti-9196	154	47	)	)	PUNCT
aiti-9196	154	48	model	model	NOUN
aiti-9196	154	49	.	.	PUNCT
aiti-9196	155	1	the	the	DET
aiti-9196	155	2	yield	yield	NOUN
aiti-9196	155	3	surface	surface	NOUN
aiti-9196	155	4	in	in	ADP
aiti-9196	155	5	the	the	DET
aiti-9196	155	6	deviatory	deviatory	NOUN
aiti-9196	155	7	plan	plan	NOUN
aiti-9196	155	8	is	be	AUX
aiti-9196	155	9	derived	derive	VERB
aiti-9196	155	10	from	from	ADP
aiti-9196	155	11	the	the	DET
aiti-9196	155	12	mohr	mohr	PROPN
aiti-9196	155	13	-	-	PUNCT
aiti-9196	155	14	coulomb	coulomb	PROPN
aiti-9196	155	15	yield	yield	NOUN
aiti-9196	155	16	surface	surface	NOUN
aiti-9196	155	17	function	function	NOUN
aiti-9196	155	18	in	in	ADP
aiti-9196	155	19	cylindrical	cylindrical	ADJ
aiti-9196	155	20	coordinates	coordinate	NOUN
aiti-9196	155	21	for	for	ADP
aiti-9196	155	22	various	various	ADJ
aiti-9196	155	23	values	value	NOUN
aiti-9196	155	24	of	of	ADP
aiti-9196	155	25	k	k	NOUN
aiti-9196	155	26	ranging	range	VERB
aiti-9196	155	27	from	from	ADP
aiti-9196	155	28	0.5	0.5	NUM
aiti-9196	155	29	(	(	PUNCT
aiti-9196	155	30	rankine	rankine	PROPN
aiti-9196	155	31	yield	yield	PROPN
aiti-9196	155	32	surface	surface	PROPN
aiti-9196	155	33	)	)	PUNCT
aiti-9196	155	34	to	to	ADP
aiti-9196	155	35	1	1	NUM
aiti-9196	155	36	(	(	PUNCT
aiti-9196	155	37	von	von	PROPN
aiti-9196	155	38	mises	mises	PROPN
aiti-9196	155	39	yield	yield	VERB
aiti-9196	155	40	surface	surface	NOUN
aiti-9196	155	41	)	)	PUNCT
aiti-9196	156	1	[	[	X
aiti-9196	156	2	25	25	NUM
aiti-9196	156	3	]	]	PUNCT
aiti-9196	156	4	.	.	PUNCT
aiti-9196	157	1	abaqus	abaqus	PROPN
aiti-9196	157	2	user	user	NOUN
aiti-9196	157	3	manual	manual	NOUN
aiti-9196	157	4	suggested	suggest	VERB
aiti-9196	157	5	values	value	NOUN
aiti-9196	157	6	for	for	ADP
aiti-9196	157	7	flow	flow	NOUN
aiti-9196	157	8	potential	potential	ADJ
aiti-9196	157	9	eccentricity	eccentricity	NOUN
aiti-9196	157	10	=	=	SYM
aiti-9196	157	11	0.1	0.1	NUM
aiti-9196	157	12	and	and	CCONJ
aiti-9196	157	13	biaxial	biaxial	ADJ
aiti-9196	157	14	/	/	SYM
aiti-9196	157	15	uniaxial	uniaxial	ADJ
aiti-9196	157	16	compressive	compressive	NOUN
aiti-9196	157	17	strength	strength	NOUN
aiti-9196	157	18	ratio	ratio	NOUN
aiti-9196	157	19	as	as	ADP
aiti-9196	157	20	1.16	1.16	NUM
aiti-9196	157	21	[	[	X
aiti-9196	157	22	20	20	NUM
aiti-9196	157	23	]	]	PUNCT
aiti-9196	157	24	.	.	PUNCT
aiti-9196	158	1	a	a	DET
aiti-9196	158	2	dilation	dilation	NOUN
aiti-9196	158	3	angle	angle	NOUN
aiti-9196	158	4	of	of	ADP
aiti-9196	158	5	30	30	NUM
aiti-9196	158	6	°	°	NOUN
aiti-9196	158	7	is	be	AUX
aiti-9196	158	8	iteratively	iteratively	ADV
aiti-9196	158	9	adjusted	adjust	VERB
aiti-9196	158	10	to	to	PART
aiti-9196	158	11	match	match	VERB
aiti-9196	158	12	the	the	DET
aiti-9196	158	13	findings	finding	NOUN
aiti-9196	158	14	of	of	ADP
aiti-9196	158	15	push	push	VERB
aiti-9196	158	16	-	-	PUNCT
aiti-9196	158	17	out	out	ADP
aiti-9196	158	18	tests	test	NOUN
aiti-9196	158	19	.	.	PUNCT
aiti-9196	159	1	several	several	ADJ
aiti-9196	159	2	values	value	NOUN
aiti-9196	159	3	of	of	ADP
aiti-9196	159	4	kc	kc	PROPN
aiti-9196	159	5	range	range	PROPN
aiti-9196	159	6	from	from	ADP
aiti-9196	159	7	0.5	0.5	NUM
aiti-9196	159	8	to	to	PART
aiti-9196	159	9	1	1	NUM
aiti-9196	159	10	.	.	PUNCT
aiti-9196	159	11	table	table	NOUN
aiti-9196	159	12	1	1	NUM
aiti-9196	159	13	describes	describe	VERB
aiti-9196	159	14	the	the	DET
aiti-9196	159	15	properties	property	NOUN
aiti-9196	159	16	of	of	ADP
aiti-9196	159	17	concrete	concrete	NOUN
aiti-9196	159	18	used	use	VERB
aiti-9196	159	19	in	in	ADP
aiti-9196	159	20	verification	verification	NOUN
aiti-9196	159	21	and	and	CCONJ
aiti-9196	159	22	parametric	parametric	ADJ
aiti-9196	159	23	study	study	NOUN
aiti-9196	159	24	.	.	PUNCT
aiti-9196	160	1	table	table	NOUN
aiti-9196	160	2	1	1	NUM
aiti-9196	160	3	concrete	concrete	ADJ
aiti-9196	160	4	properties	property	NOUN
aiti-9196	160	5	concrete	concrete	ADJ
aiti-9196	160	6	properties	property	NOUN
aiti-9196	160	7	verification	verification	NOUN
aiti-9196	160	8	model	model	NOUN
aiti-9196	160	9	[	[	X
aiti-9196	160	10	25	25	NUM
aiti-9196	160	11	]	]	SYM
aiti-9196	160	12	grade	grade	NOUN
aiti-9196	160	13	of	of	ADP
aiti-9196	160	14	concrete	concrete	ADJ
aiti-9196	160	15	c30	c30	NOUN
aiti-9196	160	16	c40	c40	NOUN
aiti-9196	160	17	c50	c50	PROPN
aiti-9196	160	18	fcm	fcm	PROPN
aiti-9196	160	19	(	(	PUNCT
aiti-9196	160	20	mpa	mpa	PROPN
aiti-9196	160	21	)	)	PUNCT
aiti-9196	160	22	26.2	26.2	NUM
aiti-9196	160	23	38	38	NUM
aiti-9196	160	24	48	48	NUM
aiti-9196	160	25	58	58	NUM
aiti-9196	160	26	εc1	εc1	NOUN
aiti-9196	160	27	(	(	PUNCT
aiti-9196	160	28	%	%	INTJ
aiti-9196	160	29	)	)	PUNCT
aiti-9196	160	30	2.2	2.2	NUM
aiti-9196	160	31	2.3	2.3	NUM
aiti-9196	160	32	2.45	2.45	NUM
aiti-9196	160	33	fctm	fctm	NOUN
aiti-9196	160	34	(	(	PUNCT
aiti-9196	160	35	mpa	mpa	PROPN
aiti-9196	160	36	)	)	PUNCT
aiti-9196	160	37	2.45	2.45	NUM
aiti-9196	160	38	2.9	2.9	NUM
aiti-9196	160	39	3.5	3.5	NUM
aiti-9196	160	40	4.1	4.1	NUM
aiti-9196	160	41	ecm	ecm	NOUN
aiti-9196	160	42	(	(	PUNCT
aiti-9196	160	43	gpa	gpa	PROPN
aiti-9196	160	44	)	)	PUNCT
aiti-9196	160	45	21.5	21.5	NUM
aiti-9196	160	46	33	33	NUM
aiti-9196	160	47	35	35	NUM
aiti-9196	160	48	37	37	NUM
aiti-9196	160	49	2.5	2.5	NUM
aiti-9196	160	50	.	.	PUNCT
aiti-9196	161	1	reinforcement	reinforcement	NOUN
aiti-9196	161	2	,	,	PUNCT
aiti-9196	161	3	structural	structural	ADJ
aiti-9196	161	4	steel	steel	NOUN
aiti-9196	161	5	,	,	PUNCT
aiti-9196	161	6	and	and	CCONJ
aiti-9196	161	7	pph	pph	PROPN
aiti-9196	161	8	stud	stud	NOUN
aiti-9196	161	9	properties	property	NOUN
aiti-9196	161	10	the	the	DET
aiti-9196	161	11	bi	bi	ADJ
aiti-9196	161	12	-	-	ADJ
aiti-9196	161	13	linear	linear	ADJ
aiti-9196	161	14	curve	curve	NOUN
aiti-9196	161	15	is	be	AUX
aiti-9196	161	16	used	use	VERB
aiti-9196	161	17	to	to	PART
aiti-9196	161	18	depict	depict	VERB
aiti-9196	161	19	the	the	DET
aiti-9196	161	20	stress	stress	NOUN
aiti-9196	161	21	-	-	PUNCT
aiti-9196	161	22	strain	strain	NOUN
aiti-9196	161	23	relationship	relationship	NOUN
aiti-9196	161	24	of	of	ADP
aiti-9196	161	25	structural	structural	ADJ
aiti-9196	161	26	and	and	CCONJ
aiti-9196	161	27	reinforcing	reinforce	VERB
aiti-9196	161	28	steel	steel	NOUN
aiti-9196	161	29	as	as	SCONJ
aiti-9196	161	30	shown	show	VERB
aiti-9196	161	31	in	in	ADP
aiti-9196	161	32	fig	fig	NOUN
aiti-9196	161	33	.	.	PUNCT
aiti-9196	162	1	9(a	9(a	NUM
aiti-9196	162	2	)	)	PUNCT
aiti-9196	162	3	.	.	PUNCT
aiti-9196	163	1	the	the	DET
aiti-9196	163	2	material	material	NOUN
aiti-9196	163	3	properties	property	NOUN
aiti-9196	163	4	used	use	VERB
aiti-9196	163	5	for	for	ADP
aiti-9196	163	6	the	the	DET
aiti-9196	163	7	pph	pph	PROPN
aiti-9196	163	8	shear	shear	PROPN
aiti-9196	163	9	connector	connector	NOUN
aiti-9196	163	10	(	(	PUNCT
aiti-9196	163	11	a	a	DET
aiti-9196	163	12	stud	stud	NOUN
aiti-9196	163	13	and	and	CCONJ
aiti-9196	163	14	two	two	NUM
aiti-9196	163	15	pennon	pennon	NOUN
aiti-9196	163	16	plates	plate	NOUN
aiti-9196	163	17	made	make	VERB
aiti-9196	163	18	of	of	ADP
aiti-9196	163	19	the	the	DET
aiti-9196	163	20	same	same	ADJ
aiti-9196	163	21	material	material	NOUN
aiti-9196	163	22	)	)	PUNCT
aiti-9196	163	23	and	and	CCONJ
aiti-9196	163	24	structural	structural	ADJ
aiti-9196	163	25	and	and	CCONJ
aiti-9196	163	26	reinforcing	reinforce	VERB
aiti-9196	163	27	steel	steel	NOUN
aiti-9196	163	28	are	be	AUX
aiti-9196	163	29	described	describe	VERB
aiti-9196	163	30	in	in	ADP
aiti-9196	163	31	table	table	NOUN
aiti-9196	163	32	2	2	NUM
aiti-9196	163	33	.	.	PUNCT
aiti-9196	164	1	the	the	DET
aiti-9196	164	2	material	material	NOUN
aiti-9196	164	3	modeling	modeling	NOUN
aiti-9196	164	4	for	for	ADP
aiti-9196	164	5	pph	pph	PROPN
aiti-9196	164	6	stud	stud	NOUN
aiti-9196	164	7	is	be	AUX
aiti-9196	164	8	done	do	VERB
aiti-9196	164	9	by	by	ADP
aiti-9196	164	10	the	the	DET
aiti-9196	164	11	tri	tri	ADJ
aiti-9196	164	12	-	-	ADJ
aiti-9196	164	13	linear	linear	ADJ
aiti-9196	164	14	stress	stress	NOUN
aiti-9196	164	15	vs.	vs.	ADP
aiti-9196	164	16	strain	strain	NOUN
aiti-9196	164	17	curve	curve	NOUN
aiti-9196	164	18	,	,	PUNCT
aiti-9196	164	19	as	as	SCONJ
aiti-9196	164	20	presented	present	VERB
aiti-9196	164	21	in	in	ADP
aiti-9196	164	22	fig	fig	NOUN
aiti-9196	164	23	.	.	PUNCT
aiti-9196	165	1	9(b	9(b	NUM
aiti-9196	165	2	)	)	PUNCT
aiti-9196	165	3	.	.	PUNCT
aiti-9196	166	1	this	this	DET
aiti-9196	166	2	research	research	NOUN
aiti-9196	166	3	aims	aim	VERB
aiti-9196	166	4	to	to	PART
aiti-9196	166	5	study	study	VERB
aiti-9196	166	6	the	the	DET
aiti-9196	166	7	behavior	behavior	NOUN
aiti-9196	166	8	of	of	ADP
aiti-9196	166	9	the	the	DET
aiti-9196	166	10	connector	connector	NOUN
aiti-9196	166	11	;	;	PUNCT
aiti-9196	166	12	hence	hence	ADV
aiti-9196	166	13	,	,	PUNCT
aiti-9196	166	14	reinforcement	reinforcement	NOUN
aiti-9196	166	15	in	in	ADP
aiti-9196	166	16	pushout	pushout	NOUN
aiti-9196	166	17	specimens	specimen	NOUN
aiti-9196	166	18	does	do	AUX
aiti-9196	166	19	not	not	PART
aiti-9196	166	20	carry	carry	VERB
aiti-9196	166	21	the	the	DET
aiti-9196	166	22	load	load	NOUN
aiti-9196	166	23	and	and	CCONJ
aiti-9196	166	24	only	only	ADV
aiti-9196	166	25	acts	act	NOUN
aiti-9196	166	26	as	as	ADP
aiti-9196	166	27	confinement	confinement	NOUN
aiti-9196	166	28	to	to	ADP
aiti-9196	166	29	concrete	concrete	VERB
aiti-9196	166	30	.	.	PUNCT
aiti-9196	167	1	more	more	ADV
aiti-9196	167	2	accurate	accurate	ADJ
aiti-9196	167	3	material	material	NOUN
aiti-9196	167	4	behavior	behavior	NOUN
aiti-9196	167	5	is	be	AUX
aiti-9196	167	6	obtained	obtain	VERB
aiti-9196	167	7	using	use	VERB
aiti-9196	167	8	a	a	DET
aiti-9196	167	9	trilinear	trilinear	ADJ
aiti-9196	167	10	stress	stress	NOUN
aiti-9196	167	11	-	-	PUNCT
aiti-9196	167	12	strain	strain	NOUN
aiti-9196	167	13	curve	curve	NOUN
aiti-9196	167	14	than	than	ADP
aiti-9196	167	15	a	a	DET
aiti-9196	167	16	bi	bi	ADJ
aiti-9196	167	17	-	-	ADJ
aiti-9196	167	18	linear	linear	ADJ
aiti-9196	167	19	curve	curve	NOUN
aiti-9196	167	20	.	.	PUNCT
aiti-9196	168	1	as	as	SCONJ
aiti-9196	168	2	headed	head	VERB
aiti-9196	168	3	stud	stud	NOUN
aiti-9196	168	4	has	have	VERB
aiti-9196	168	5	prime	prime	ADJ
aiti-9196	168	6	importance	importance	NOUN
aiti-9196	168	7	in	in	ADP
aiti-9196	168	8	shear	shear	NOUN
aiti-9196	168	9	action	action	NOUN
aiti-9196	168	10	for	for	ADP
aiti-9196	168	11	the	the	DET
aiti-9196	168	12	pushout	pushout	NOUN
aiti-9196	168	13	test	test	NOUN
aiti-9196	168	14	;	;	PUNCT
aiti-9196	168	15	therefore	therefore	ADV
aiti-9196	168	16	,	,	PUNCT
aiti-9196	168	17	for	for	ADP
aiti-9196	168	18	higher	high	ADJ
aiti-9196	168	19	accuracy	accuracy	NOUN
aiti-9196	168	20	tri	tri	ADJ
aiti-9196	168	21	-	-	ADJ
aiti-9196	168	22	linear	linear	ADJ
aiti-9196	168	23	curve	curve	NOUN
aiti-9196	168	24	approach	approach	NOUN
aiti-9196	168	25	is	be	AUX
aiti-9196	168	26	utilized	utilize	VERB
aiti-9196	168	27	in	in	ADP
aiti-9196	168	28	modeling	model	VERB
aiti-9196	168	29	pph	pph	PROPN
aiti-9196	168	30	stud	stud	PROPN
aiti-9196	168	31	material	material	NOUN
aiti-9196	168	32	properties	property	NOUN
aiti-9196	168	33	.	.	PUNCT
aiti-9196	169	1	the	the	DET
aiti-9196	169	2	behavior	behavior	NOUN
aiti-9196	169	3	of	of	ADP
aiti-9196	169	4	the	the	DET
aiti-9196	169	5	material	material	NOUN
aiti-9196	169	6	is	be	AUX
aiti-9196	169	7	elastic	elastic	ADJ
aiti-9196	169	8	initially	initially	ADV
aiti-9196	169	9	.	.	PUNCT
aiti-9196	170	1	after	after	ADP
aiti-9196	170	2	reaching	reach	VERB
aiti-9196	170	3	the	the	DET
aiti-9196	170	4	elastic	elastic	ADJ
aiti-9196	170	5	limit	limit	NOUN
aiti-9196	170	6	,	,	PUNCT
aiti-9196	170	7	the	the	DET
aiti-9196	170	8	yielding	yielding	NOUN
aiti-9196	170	9	of	of	ADP
aiti-9196	170	10	the	the	DET
aiti-9196	170	11	material	material	NOUN
aiti-9196	170	12	occurs	occur	VERB
aiti-9196	170	13	as	as	ADP
aiti-9196	170	14	a	a	DET
aiti-9196	170	15	result	result	NOUN
aiti-9196	170	16	of	of	ADP
aiti-9196	170	17	strain	strain	NOUN
aiti-9196	170	18	-	-	PUNCT
aiti-9196	170	19	softening	softening	NOUN
aiti-9196	170	20	.	.	PUNCT
aiti-9196	171	1	the	the	DET
aiti-9196	171	2	stress	stress	NOUN
aiti-9196	171	3	at	at	ADP
aiti-9196	171	4	yield	yield	NOUN
aiti-9196	171	5	(	(	PUNCT
aiti-9196	171	6	σys	σys	PROPN
aiti-9196	171	7	)	)	PUNCT
aiti-9196	171	8	is	be	AUX
aiti-9196	171	9	calculated	calculate	VERB
aiti-9196	171	10	at	at	ADP
aiti-9196	171	11	εys	εys	NOUN
aiti-9196	171	12	=	=	NOUN
aiti-9196	171	13	0.2	0.2	NUM
aiti-9196	171	14	%	%	NOUN
aiti-9196	171	15	,	,	PUNCT
aiti-9196	171	16	and	and	CCONJ
aiti-9196	171	17	the	the	DET
aiti-9196	171	18	ultimate	ultimate	ADJ
aiti-9196	171	19	stress	stress	NOUN
aiti-9196	171	20	(	(	PUNCT
aiti-9196	171	21	σu	σu	INTJ
aiti-9196	171	22	)	)	PUNCT
aiti-9196	171	23	is	be	AUX
aiti-9196	171	24	determined	determine	VERB
aiti-9196	171	25	at	at	ADP
aiti-9196	171	26	εu	εu	ADP
aiti-9196	171	27	=	=	SYM
aiti-9196	171	28	0.6	0.6	NUM
aiti-9196	171	29	%	%	NOUN
aiti-9196	172	1	[	[	X
aiti-9196	172	2	21	21	NUM
aiti-9196	172	3	]	]	PUNCT
aiti-9196	172	4	.	.	PUNCT
aiti-9196	173	1	the	the	DET
aiti-9196	173	2	material	material	NOUN
aiti-9196	173	3	damage	damage	NOUN
aiti-9196	173	4	and	and	CCONJ
aiti-9196	173	5	failure	failure	NOUN
aiti-9196	173	6	options	option	NOUN
aiti-9196	173	7	in	in	ADP
aiti-9196	173	8	the	the	DET
aiti-9196	173	9	material	material	NOUN
aiti-9196	173	10	model	model	NOUN
aiti-9196	173	11	for	for	ADP
aiti-9196	173	12	shear	shear	NOUN
aiti-9196	173	13	stud	stud	NOUN
aiti-9196	173	14	connections	connection	NOUN
aiti-9196	173	15	are	be	AUX
aiti-9196	173	16	used	use	VERB
aiti-9196	173	17	as	as	ADP
aiti-9196	173	18	input	input	NOUN
aiti-9196	173	19	to	to	PART
aiti-9196	173	20	model	model	VERB
aiti-9196	173	21	the	the	DET
aiti-9196	173	22	post	post	ADJ
aiti-9196	173	23	-	-	ADJ
aiti-9196	173	24	ultimate	ultimate	ADJ
aiti-9196	173	25	stress	stress	NOUN
aiti-9196	173	26	behavior	behavior	NOUN
aiti-9196	173	27	of	of	ADP
aiti-9196	173	28	the	the	PRON
aiti-9196	173	29	.	.	PUNCT
aiti-9196	174	1	the	the	DET
aiti-9196	174	2	damage	damage	NOUN
aiti-9196	174	3	initiation	initiation	NOUN
aiti-9196	174	4	criterion	criterion	NOUN
aiti-9196	174	5	and	and	CCONJ
aiti-9196	174	6	the	the	DET
aiti-9196	174	7	damage	damage	NOUN
aiti-9196	174	8	evolution	evolution	NOUN
aiti-9196	174	9	response	response	NOUN
aiti-9196	174	10	are	be	AUX
aiti-9196	174	11	included	include	VERB
aiti-9196	174	12	in	in	ADP
aiti-9196	174	13	modeling	model	VERB
aiti-9196	174	14	material	material	NOUN
aiti-9196	174	15	failure	failure	NOUN
aiti-9196	174	16	,	,	PUNCT
aiti-9196	174	17	as	as	SCONJ
aiti-9196	174	18	shown	show	VERB
aiti-9196	174	19	in	in	ADP
aiti-9196	174	20	fig	fig	NOUN
aiti-9196	174	21	.	.	PUNCT
aiti-9196	175	1	10	10	NUM
aiti-9196	175	2	.	.	PUNCT
aiti-9196	176	1	advances	advance	NOUN
aiti-9196	176	2	in	in	ADP
aiti-9196	176	3	technology	technology	NOUN
aiti-9196	176	4	innovation	innovation	NOUN
aiti-9196	176	5	,	,	PUNCT
aiti-9196	176	6	vol	vol	NOUN
aiti-9196	176	7	.	.	PROPN
aiti-9196	176	8	8	8	NUM
aiti-9196	176	9	,	,	PUNCT
aiti-9196	176	10	no	no	INTJ
aiti-9196	176	11	.	.	NOUN
aiti-9196	176	12	3	3	NUM
aiti-9196	176	13	,	,	PUNCT
aiti-9196	176	14	2023	2023	NUM
aiti-9196	176	15	,	,	PUNCT
aiti-9196	176	16	pp	pp	ADJ
aiti-9196	176	17	.	.	PUNCT
aiti-9196	177	1	177	177	NUM
aiti-9196	177	2	-	-	SYM
aiti-9196	177	3	191	191	NUM
aiti-9196	177	4	183	183	NUM
aiti-9196	177	5	(	(	PUNCT
aiti-9196	177	6	a	a	DET
aiti-9196	177	7	)	)	PUNCT
aiti-9196	177	8	reinforcement	reinforcement	NOUN
aiti-9196	177	9	and	and	CCONJ
aiti-9196	177	10	structural	structural	ADJ
aiti-9196	177	11	steel	steel	NOUN
aiti-9196	177	12	(	(	PUNCT
aiti-9196	177	13	b	b	NOUN
aiti-9196	177	14	)	)	PUNCT
aiti-9196	177	15	shear	shear	NOUN
aiti-9196	177	16	connector	connector	NOUN
aiti-9196	177	17	fig	fig	NOUN
aiti-9196	177	18	.	.	PUNCT
aiti-9196	178	1	9	9	NUM
aiti-9196	178	2	stress	stress	NOUN
aiti-9196	178	3	-	-	PUNCT
aiti-9196	178	4	strain	strain	NOUN
aiti-9196	178	5	relationship	relationship	NOUN
aiti-9196	178	6	of	of	ADP
aiti-9196	178	7	steel	steel	NOUN
aiti-9196	178	8	material	material	NOUN
aiti-9196	178	9	fig	fig	NOUN
aiti-9196	178	10	.	.	PUNCT
aiti-9196	179	1	10	10	NUM
aiti-9196	179	2	damage	damage	NOUN
aiti-9196	179	3	evolution	evolution	NOUN
aiti-9196	179	4	response	response	NOUN
aiti-9196	179	5	table	table	NOUN
aiti-9196	179	6	2	2	NUM
aiti-9196	179	7	pph	pph	NOUN
aiti-9196	179	8	stud	stud	NOUN
aiti-9196	179	9	,	,	PUNCT
aiti-9196	179	10	structural	structural	ADJ
aiti-9196	179	11	steel	steel	NOUN
aiti-9196	179	12	,	,	PUNCT
aiti-9196	179	13	and	and	CCONJ
aiti-9196	179	14	rebar	rebar	NOUN
aiti-9196	179	15	material	material	NOUN
aiti-9196	179	16	properties	property	NOUN
aiti-9196	179	17	pph	pph	PROPN
aiti-9196	179	18	stud	stud	VERB
aiti-9196	179	19	structural	structural	ADJ
aiti-9196	179	20	steel	steel	NOUN
aiti-9196	179	21	rebar	rebar	NOUN
aiti-9196	179	22	es	es	X
aiti-9196	179	23	(	(	PUNCT
aiti-9196	179	24	gpa	gpa	PROPN
aiti-9196	179	25	)	)	PUNCT
aiti-9196	179	26	σy	σy	NOUN
aiti-9196	179	27	(	(	PUNCT
aiti-9196	179	28	mpa	mpa	PROPN
aiti-9196	179	29	)	)	PUNCT
aiti-9196	179	30	σu	σu	PROPN
aiti-9196	179	31	(	(	PUNCT
aiti-9196	179	32	mpa	mpa	PROPN
aiti-9196	179	33	)	)	PUNCT
aiti-9196	179	34	es	es	PROPN
aiti-9196	179	35	(	(	PUNCT
aiti-9196	179	36	gpa	gpa	PROPN
aiti-9196	179	37	)	)	PUNCT
aiti-9196	179	38	σy	σy	NOUN
aiti-9196	179	39	(	(	PUNCT
aiti-9196	179	40	mpa	mpa	PROPN
aiti-9196	179	41	)	)	PUNCT
aiti-9196	179	42	es	es	PROPN
aiti-9196	179	43	(	(	PUNCT
aiti-9196	179	44	gpa	gpa	PROPN
aiti-9196	179	45	)	)	PUNCT
aiti-9196	179	46	σy	σy	NOUN
aiti-9196	179	47	(	(	PUNCT
aiti-9196	179	48	mpa	mpa	PROPN
aiti-9196	179	49	)	)	PUNCT
aiti-9196	179	50	216.2	216.2	NUM
aiti-9196	179	51	410	410	NUM
aiti-9196	179	52	466	466	NUM
aiti-9196	179	53	200	200	NUM
aiti-9196	179	54	320	320	NUM
aiti-9196	179	55	210	210	NUM
aiti-9196	179	56	510	510	NUM
aiti-9196	179	57	2.6	2.6	NUM
aiti-9196	179	58	.	.	PUNCT
aiti-9196	180	1	verification	verification	NOUN
aiti-9196	180	2	of	of	ADP
aiti-9196	180	3	fe	fe	PROPN
aiti-9196	180	4	model	model	NOUN
aiti-9196	180	5	in	in	ADP
aiti-9196	180	6	this	this	DET
aiti-9196	180	7	study	study	NOUN
aiti-9196	180	8	,	,	PUNCT
aiti-9196	180	9	the	the	DET
aiti-9196	180	10	pushout	pushout	NOUN
aiti-9196	180	11	experimental	experimental	ADJ
aiti-9196	180	12	setup	setup	NOUN
aiti-9196	180	13	of	of	ADP
aiti-9196	180	14	loh	loh	PROPN
aiti-9196	180	15	et	et	PROPN
aiti-9196	180	16	al	al	PROPN
aiti-9196	180	17	.	.	PUNCT
aiti-9196	181	1	[	[	X
aiti-9196	181	2	26	26	NUM
aiti-9196	181	3	]	]	PUNCT
aiti-9196	181	4	is	be	AUX
aiti-9196	181	5	used	use	VERB
aiti-9196	181	6	.	.	PUNCT
aiti-9196	182	1	the	the	DET
aiti-9196	182	2	third	third	ADJ
aiti-9196	182	3	test	test	NOUN
aiti-9196	182	4	is	be	AUX
aiti-9196	182	5	considered	consider	VERB
aiti-9196	182	6	for	for	ADP
aiti-9196	182	7	fe	fe	NOUN
aiti-9196	182	8	modeling	modeling	NOUN
aiti-9196	182	9	.	.	PUNCT
aiti-9196	183	1	the	the	DET
aiti-9196	183	2	geometrical	geometrical	ADJ
aiti-9196	183	3	and	and	CCONJ
aiti-9196	183	4	material	material	NOUN
aiti-9196	183	5	properties	property	NOUN
aiti-9196	183	6	of	of	ADP
aiti-9196	183	7	the	the	DET
aiti-9196	183	8	19	19	NUM
aiti-9196	183	9	mm	mm	NOUN
aiti-9196	183	10	diameter	diameter	NOUN
aiti-9196	183	11	and	and	CCONJ
aiti-9196	183	12	100	100	NUM
aiti-9196	183	13	mm	mm	NOUN
aiti-9196	183	14	height	height	NOUN
aiti-9196	183	15	circular	circular	ADJ
aiti-9196	183	16	-	-	PUNCT
aiti-9196	183	17	headed	head	VERB
aiti-9196	183	18	stud	stud	NOUN
aiti-9196	183	19	are	be	AUX
aiti-9196	183	20	taken	take	VERB
aiti-9196	183	21	from	from	ADP
aiti-9196	183	22	the	the	DET
aiti-9196	183	23	literature	literature	NOUN
aiti-9196	183	24	by	by	ADP
aiti-9196	183	25	loh	loh	PROPN
aiti-9196	183	26	et	et	PROPN
aiti-9196	183	27	al	al	PROPN
aiti-9196	183	28	.	.	PUNCT
aiti-9196	184	1	[	[	X
aiti-9196	184	2	26	26	NUM
aiti-9196	184	3	]	]	PUNCT
aiti-9196	184	4	.	.	PUNCT
aiti-9196	185	1	the	the	DET
aiti-9196	185	2	stud	stud	NOUN
aiti-9196	185	3	modulus	modulus	NOUN
aiti-9196	185	4	of	of	ADP
aiti-9196	185	5	elasticity	elasticity	NOUN
aiti-9196	185	6	was	be	AUX
aiti-9196	185	7	2.162	2.162	NUM
aiti-9196	185	8	gpa	gpa	NOUN
aiti-9196	185	9	at	at	ADP
aiti-9196	185	10	0.2	0.2	NUM
aiti-9196	185	11	percent	percent	NOUN
aiti-9196	185	12	proof	proof	NOUN
aiti-9196	185	13	stress	stress	NOUN
aiti-9196	185	14	of	of	ADP
aiti-9196	185	15	410	410	NUM
aiti-9196	185	16	n	n	CCONJ
aiti-9196	185	17	/	/	SYM
aiti-9196	185	18	mm2	mm2	PROPN
aiti-9196	185	19	,	,	PUNCT
aiti-9196	185	20	with	with	ADP
aiti-9196	185	21	466	466	NUM
aiti-9196	185	22	n	n	CCONJ
aiti-9196	185	23	/	/	SYM
aiti-9196	185	24	mm2	mm2	NOUN
aiti-9196	185	25	tensile	tensile	NOUN
aiti-9196	185	26	strength	strength	NOUN
aiti-9196	185	27	and	and	CCONJ
aiti-9196	185	28	16.1	16.1	NUM
aiti-9196	185	29	percent	percent	NOUN
aiti-9196	185	30	elongation	elongation	NOUN
aiti-9196	185	31	[	[	X
aiti-9196	185	32	26	26	NUM
aiti-9196	185	33	]	]	PUNCT
aiti-9196	185	34	.	.	PUNCT
aiti-9196	186	1	the	the	DET
aiti-9196	186	2	experimental	experimental	ADJ
aiti-9196	186	3	results	result	NOUN
aiti-9196	186	4	showed	show	VERB
aiti-9196	186	5	that	that	SCONJ
aiti-9196	186	6	the	the	DET
aiti-9196	186	7	third	third	ADJ
aiti-9196	186	8	test	test	NOUN
aiti-9196	186	9	was	be	AUX
aiti-9196	186	10	used	use	VERB
aiti-9196	186	11	to	to	PART
aiti-9196	186	12	validate	validate	VERB
aiti-9196	186	13	the	the	DET
aiti-9196	186	14	fe	fe	NOUN
aiti-9196	186	15	analysis	analysis	NOUN
aiti-9196	186	16	results	result	NOUN
aiti-9196	186	17	of	of	ADP
aiti-9196	186	18	the	the	DET
aiti-9196	186	19	present	present	ADJ
aiti-9196	186	20	modeling	modeling	NOUN
aiti-9196	186	21	[	[	X
aiti-9196	186	22	26	26	NUM
aiti-9196	186	23	]	]	PUNCT
aiti-9196	186	24	.	.	PUNCT
aiti-9196	187	1	the	the	DET
aiti-9196	187	2	support	support	NOUN
aiti-9196	187	3	constraint	constraint	NOUN
aiti-9196	187	4	is	be	AUX
aiti-9196	187	5	eased	ease	VERB
aiti-9196	187	6	in	in	ADP
aiti-9196	187	7	this	this	DET
aiti-9196	187	8	work	work	NOUN
aiti-9196	187	9	by	by	ADP
aiti-9196	187	10	lowering	lower	VERB
aiti-9196	187	11	the	the	DET
aiti-9196	187	12	friction	friction	NOUN
aiti-9196	187	13	coefficient	coefficient	NOUN
aiti-9196	187	14	in	in	ADP
aiti-9196	187	15	the	the	DET
aiti-9196	187	16	contact	contact	NOUN
aiti-9196	187	17	surface	surface	NOUN
aiti-9196	187	18	interaction	interaction	NOUN
aiti-9196	187	19	between	between	ADP
aiti-9196	187	20	the	the	DET
aiti-9196	187	21	concrete	concrete	ADJ
aiti-9196	187	22	slab	slab	NOUN
aiti-9196	187	23	and	and	CCONJ
aiti-9196	187	24	base	base	NOUN
aiti-9196	187	25	block	block	NOUN
aiti-9196	187	26	to	to	ADP
aiti-9196	187	27	0.15	0.15	NUM
aiti-9196	187	28	[	[	X
aiti-9196	187	29	21	21	NUM
aiti-9196	187	30	]	]	PUNCT
aiti-9196	187	31	.	.	PUNCT
aiti-9196	188	1	for	for	ADP
aiti-9196	188	2	experimental	experimental	ADJ
aiti-9196	188	3	and	and	CCONJ
aiti-9196	188	4	fe	fe	NOUN
aiti-9196	188	5	analyses	analysis	NOUN
aiti-9196	188	6	,	,	PUNCT
aiti-9196	188	7	the	the	DET
aiti-9196	188	8	maximum	maximum	ADJ
aiti-9196	188	9	load	load	NOUN
aiti-9196	188	10	and	and	CCONJ
aiti-9196	188	11	corresponding	corresponding	ADJ
aiti-9196	188	12	slip	slip	NOUN
aiti-9196	188	13	are	be	AUX
aiti-9196	188	14	111	111	NUM
aiti-9196	188	15	kn	kn	NOUN
aiti-9196	188	16	and	and	CCONJ
aiti-9196	188	17	4	4	NUM
aiti-9196	188	18	mm	mm	NOUN
aiti-9196	188	19	,	,	PUNCT
aiti-9196	188	20	respectively	respectively	ADV
aiti-9196	188	21	.	.	PUNCT
aiti-9196	189	1	the	the	DET
aiti-9196	189	2	experimental	experimental	ADJ
aiti-9196	189	3	and	and	CCONJ
aiti-9196	189	4	numerical	numerical	ADJ
aiti-9196	189	5	results	result	NOUN
aiti-9196	189	6	of	of	ADP
aiti-9196	189	7	the	the	DET
aiti-9196	189	8	pushout	pushout	NOUN
aiti-9196	189	9	tests	test	NOUN
aiti-9196	189	10	are	be	AUX
aiti-9196	189	11	in	in	ADP
aiti-9196	189	12	good	good	ADJ
aiti-9196	189	13	agreement	agreement	NOUN
aiti-9196	189	14	as	as	SCONJ
aiti-9196	189	15	shown	show	VERB
aiti-9196	189	16	in	in	ADP
aiti-9196	189	17	fig	fig	NOUN
aiti-9196	189	18	.	.	PUNCT
aiti-9196	190	1	11	11	NUM
aiti-9196	190	2	.	.	X
aiti-9196	190	3	fig	fig	NOUN
aiti-9196	190	4	.	.	PUNCT
aiti-9196	191	1	11	11	NUM
aiti-9196	191	2	comparative	comparative	ADJ
aiti-9196	191	3	verification	verification	NOUN
aiti-9196	191	4	of	of	ADP
aiti-9196	191	5	the	the	DET
aiti-9196	191	6	results	result	NOUN
aiti-9196	191	7	0	0	NUM
aiti-9196	191	8	0.5	0.5	NUM
aiti-9196	191	9	1	1	NUM
aiti-9196	191	10	1.5	1.5	NUM
aiti-9196	191	11	2	2	NUM
aiti-9196	191	12	2.5	2.5	NUM
aiti-9196	191	13	3	3	NUM
aiti-9196	191	14	0	0	NUM
aiti-9196	191	15	0.2	0.2	NUM
aiti-9196	191	16	0.4	0.4	NUM
aiti-9196	191	17	0.6	0.6	NUM
aiti-9196	191	18	0.8	0.8	NUM
aiti-9196	191	19	1	1	NUM
aiti-9196	191	20	d	d	NOUN
aiti-9196	191	21	is	be	AUX
aiti-9196	191	22	p	p	X
aiti-9196	191	23	la	la	X
aiti-9196	191	24	ce	ce	PROPN
aiti-9196	191	25	m	m	PROPN
aiti-9196	191	26	en	en	PROPN
aiti-9196	191	27	t	t	PROPN
aiti-9196	191	28	(	(	PUNCT
aiti-9196	191	29	m	m	PROPN
aiti-9196	191	30	m	m	NOUN
aiti-9196	191	31	)	)	PUNCT
aiti-9196	191	32	damage	damage	NOUN
aiti-9196	191	33	variable	variable	NOUN
aiti-9196	191	34	(	(	PUNCT
aiti-9196	191	35	d	d	NOUN
aiti-9196	191	36	)	)	PUNCT
aiti-9196	191	37	0	0	NUM
aiti-9196	191	38	20	20	NUM
aiti-9196	191	39	40	40	NUM
aiti-9196	191	40	60	60	NUM
aiti-9196	191	41	80	80	NUM
aiti-9196	191	42	100	100	NUM
aiti-9196	191	43	120	120	NUM
aiti-9196	191	44	140	140	NUM
aiti-9196	191	45	0	0	NUM
aiti-9196	191	46	2	2	NUM
aiti-9196	191	47	4	4	NUM
aiti-9196	191	48	6	6	NUM
aiti-9196	191	49	8	8	NUM
aiti-9196	191	50	10	10	NUM
aiti-9196	191	51	12	12	NUM
aiti-9196	191	52	14	14	NUM
aiti-9196	191	53	s	s	NOUN
aiti-9196	192	1	h	h	NOUN
aiti-9196	192	2	ea	ea	NOUN
aiti-9196	192	3	r	r	NOUN
aiti-9196	192	4	re	re	X
aiti-9196	192	5	si	si	PROPN
aiti-9196	192	6	st	st	PROPN
aiti-9196	192	7	an	an	PROPN
aiti-9196	192	8	ce	ce	PROPN
aiti-9196	192	9	(	(	PUNCT
aiti-9196	192	10	k	k	PROPN
aiti-9196	192	11	n	n	CCONJ
aiti-9196	192	12	)	)	PUNCT
aiti-9196	192	13	slip	slip	NOUN
aiti-9196	192	14	(	(	PUNCT
aiti-9196	192	15	mm	mm	INTJ
aiti-9196	192	16	)	)	PUNCT
aiti-9196	192	17	experimental	experimental	ADJ
aiti-9196	192	18	results	result	NOUN
aiti-9196	192	19	(	(	PUNCT
aiti-9196	192	20	loh	loh	PROPN
aiti-9196	192	21	et	et	PROPN
aiti-9196	192	22	al	al	PROPN
aiti-9196	192	23	.	.	PUNCT
aiti-9196	193	1	[	[	X
aiti-9196	193	2	26	26	NUM
aiti-9196	193	3	]	]	SYM
aiti-9196	193	4	)	)	PUNCT
aiti-9196	193	5	fe	fe	NOUN
aiti-9196	193	6	model	model	NOUN
aiti-9196	193	7	results	result	NOUN
aiti-9196	193	8	-	-	PUNCT
aiti-9196	193	9	mesh	mesh	NOUN
aiti-9196	193	10	25	25	NUM
aiti-9196	193	11	fe	fe	NOUN
aiti-9196	193	12	model	model	NOUN
aiti-9196	193	13	results	result	NOUN
aiti-9196	193	14	-	-	PUNCT
aiti-9196	193	15	mesh	mesh	NOUN
aiti-9196	193	16	40	40	NUM
aiti-9196	193	17	advances	advance	NOUN
aiti-9196	193	18	in	in	ADP
aiti-9196	193	19	technology	technology	NOUN
aiti-9196	193	20	innovation	innovation	NOUN
aiti-9196	193	21	,	,	PUNCT
aiti-9196	193	22	vol	vol	NOUN
aiti-9196	193	23	.	.	PROPN
aiti-9196	193	24	8	8	NUM
aiti-9196	193	25	,	,	PUNCT
aiti-9196	193	26	no	no	INTJ
aiti-9196	193	27	.	.	NOUN
aiti-9196	193	28	3	3	NUM
aiti-9196	193	29	,	,	PUNCT
aiti-9196	193	30	2023	2023	NUM
aiti-9196	193	31	,	,	PUNCT
aiti-9196	193	32	pp	pp	ADJ
aiti-9196	193	33	.	.	PUNCT
aiti-9196	194	1	177	177	NUM
aiti-9196	194	2	-	-	SYM
aiti-9196	194	3	191	191	NUM
aiti-9196	194	4	184	184	NUM
aiti-9196	194	5	3	3	NUM
aiti-9196	194	6	.	.	PUNCT
aiti-9196	194	7	parametric	parametric	PROPN
aiti-9196	194	8	study	study	NOUN
aiti-9196	194	9	the	the	DET
aiti-9196	194	10	parameters	parameter	NOUN
aiti-9196	194	11	considered	consider	VERB
aiti-9196	194	12	for	for	ADP
aiti-9196	194	13	the	the	DET
aiti-9196	194	14	study	study	NOUN
aiti-9196	194	15	are	be	AUX
aiti-9196	194	16	headed	head	VERB
aiti-9196	194	17	stud	stud	NOUN
aiti-9196	194	18	diameter	diameter	NOUN
aiti-9196	194	19	,	,	PUNCT
aiti-9196	194	20	concrete	concrete	ADJ
aiti-9196	194	21	grade	grade	NOUN
aiti-9196	194	22	,	,	PUNCT
aiti-9196	194	23	pennon	pennon	NOUN
aiti-9196	194	24	plate	plate	NOUN
aiti-9196	194	25	thickness	thickness	NOUN
aiti-9196	194	26	,	,	PUNCT
aiti-9196	194	27	and	and	CCONJ
aiti-9196	194	28	height	height	NOUN
aiti-9196	194	29	.	.	PUNCT
aiti-9196	195	1	the	the	DET
aiti-9196	195	2	types	type	NOUN
aiti-9196	195	3	of	of	ADP
aiti-9196	195	4	stud	stud	NOUN
aiti-9196	195	5	diameter	diameter	NOUN
aiti-9196	195	6	(	(	PUNCT
aiti-9196	195	7	d	d	X
aiti-9196	195	8	)	)	PUNCT
aiti-9196	195	9	used	use	VERB
aiti-9196	195	10	are	be	AUX
aiti-9196	195	11	16	16	NUM
aiti-9196	195	12	mm	mm	NOUN
aiti-9196	195	13	,	,	PUNCT
aiti-9196	195	14	19	19	NUM
aiti-9196	195	15	mm	mm	NOUN
aiti-9196	195	16	,	,	PUNCT
aiti-9196	195	17	and	and	CCONJ
aiti-9196	195	18	22	22	NUM
aiti-9196	195	19	mm	mm	NOUN
aiti-9196	195	20	.	.	PUNCT
aiti-9196	196	1	the	the	DET
aiti-9196	196	2	pennon	pennon	NOUN
aiti-9196	196	3	plates	plate	NOUN
aiti-9196	196	4	of	of	ADP
aiti-9196	196	5	thicknesses	thickness	NOUN
aiti-9196	196	6	2	2	NUM
aiti-9196	196	7	mm	mm	NOUN
aiti-9196	196	8	,	,	PUNCT
aiti-9196	196	9	3	3	NUM
aiti-9196	196	10	mm	mm	NOUN
aiti-9196	196	11	,	,	PUNCT
aiti-9196	196	12	and	and	CCONJ
aiti-9196	196	13	4	4	NUM
aiti-9196	196	14	mm	mm	NOUN
aiti-9196	196	15	are	be	AUX
aiti-9196	196	16	used	use	VERB
aiti-9196	196	17	.	.	PUNCT
aiti-9196	197	1	the	the	DET
aiti-9196	197	2	three	three	NUM
aiti-9196	197	3	different	different	ADJ
aiti-9196	197	4	concrete	concrete	ADJ
aiti-9196	197	5	grades	grade	NOUN
aiti-9196	197	6	used	use	VERB
aiti-9196	197	7	are	be	AUX
aiti-9196	197	8	c30	c30	NOUN
aiti-9196	197	9	,	,	PUNCT
aiti-9196	197	10	c40	c40	NOUN
aiti-9196	197	11	,	,	PUNCT
aiti-9196	197	12	and	and	CCONJ
aiti-9196	197	13	c50	c50	NOUN
aiti-9196	197	14	.	.	PUNCT
aiti-9196	198	1	the	the	DET
aiti-9196	198	2	pennon	pennon	NOUN
aiti-9196	198	3	plate	plate	NOUN
aiti-9196	198	4	height	height	NOUN
aiti-9196	198	5	is	be	AUX
aiti-9196	198	6	considered	consider	VERB
aiti-9196	198	7	as	as	ADP
aiti-9196	198	8	1/3rd	1/3rd	NUM
aiti-9196	198	9	(	(	PUNCT
aiti-9196	198	10	0.33	0.33	NUM
aiti-9196	198	11	h	h	NOUN
aiti-9196	198	12	)	)	PUNCT
aiti-9196	198	13	of	of	ADP
aiti-9196	198	14	the	the	DET
aiti-9196	198	15	total	total	ADJ
aiti-9196	198	16	height	height	NOUN
aiti-9196	198	17	(	(	PUNCT
aiti-9196	198	18	h	h	NOUN
aiti-9196	198	19	)	)	PUNCT
aiti-9196	198	20	of	of	ADP
aiti-9196	198	21	the	the	DET
aiti-9196	198	22	stud	stud	NOUN
aiti-9196	198	23	for	for	ADP
aiti-9196	198	24	16	16	NUM
aiti-9196	198	25	mm	mm	PROPN
aiti-9196	198	26	d	d	PROPN
aiti-9196	198	27	,	,	PUNCT
aiti-9196	198	28	19	19	NUM
aiti-9196	198	29	mm	mm	NOUN
aiti-9196	198	30	d	d	PROPN
aiti-9196	198	31	,	,	PUNCT
aiti-9196	198	32	and	and	CCONJ
aiti-9196	198	33	2/3rd	2/3rd	NUM
aiti-9196	198	34	(	(	PUNCT
aiti-9196	198	35	0.67	0.67	NUM
aiti-9196	198	36	h	h	NOUN
aiti-9196	198	37	)	)	PUNCT
aiti-9196	198	38	of	of	ADP
aiti-9196	198	39	the	the	DET
aiti-9196	198	40	total	total	ADJ
aiti-9196	198	41	height	height	NOUN
aiti-9196	198	42	(	(	PUNCT
aiti-9196	198	43	h	h	NOUN
aiti-9196	198	44	)	)	PUNCT
aiti-9196	198	45	of	of	ADP
aiti-9196	198	46	the	the	DET
aiti-9196	198	47	stud	stud	NOUN
aiti-9196	198	48	for	for	ADP
aiti-9196	198	49	22	22	NUM
aiti-9196	198	50	mm	mm	NOUN
aiti-9196	198	51	d	d	NOUN
aiti-9196	198	52	as	as	SCONJ
aiti-9196	198	53	shown	show	VERB
aiti-9196	198	54	in	in	ADP
aiti-9196	198	55	fig	fig	NOUN
aiti-9196	198	56	.	.	PUNCT
aiti-9196	199	1	12	12	NUM
aiti-9196	199	2	.	.	PUNCT
aiti-9196	200	1	the	the	DET
aiti-9196	200	2	combinations	combination	NOUN
aiti-9196	200	3	of	of	ADP
aiti-9196	200	4	the	the	DET
aiti-9196	200	5	54	54	NUM
aiti-9196	200	6	models	model	NOUN
aiti-9196	200	7	are	be	AUX
aiti-9196	200	8	analyzed	analyze	VERB
aiti-9196	200	9	based	base	VERB
aiti-9196	200	10	on	on	ADP
aiti-9196	200	11	the	the	DET
aiti-9196	200	12	doe	doe	NOUN
aiti-9196	200	13	.	.	PUNCT
aiti-9196	201	1	(	(	PUNCT
aiti-9196	201	2	a	a	X
aiti-9196	201	3	)	)	PUNCT
aiti-9196	201	4	16	16	NUM
aiti-9196	201	5	mmᴓ	mmᴓ	NOUN
aiti-9196	201	6	(	(	PUNCT
aiti-9196	201	7	0.33	0.33	NUM
aiti-9196	201	8	h	h	NOUN
aiti-9196	201	9	)	)	PUNCT
aiti-9196	201	10	(	(	PUNCT
aiti-9196	201	11	b	b	X
aiti-9196	201	12	)	)	PUNCT
aiti-9196	201	13	16	16	NUM
aiti-9196	201	14	mmᴓ	mmᴓ	NOUN
aiti-9196	201	15	(	(	PUNCT
aiti-9196	201	16	0.67	0.67	NUM
aiti-9196	201	17	h	h	NOUN
aiti-9196	201	18	)	)	PUNCT
aiti-9196	201	19	(	(	PUNCT
aiti-9196	201	20	c	c	X
aiti-9196	201	21	)	)	PUNCT
aiti-9196	201	22	19	19	NUM
aiti-9196	201	23	mmᴓ	mmᴓ	NOUN
aiti-9196	201	24	(	(	PUNCT
aiti-9196	201	25	0.33	0.33	NUM
aiti-9196	201	26	h	h	NOUN
aiti-9196	201	27	)	)	PUNCT
aiti-9196	201	28	(	(	PUNCT
aiti-9196	201	29	d	d	X
aiti-9196	201	30	)	)	PUNCT
aiti-9196	201	31	19	19	NUM
aiti-9196	201	32	mmᴓ	mmᴓ	NOUN
aiti-9196	201	33	(	(	PUNCT
aiti-9196	201	34	0.67	0.67	NUM
aiti-9196	201	35	h	h	NOUN
aiti-9196	201	36	)	)	PUNCT
aiti-9196	201	37	(	(	PUNCT
aiti-9196	201	38	e	e	NOUN
aiti-9196	201	39	)	)	PUNCT
aiti-9196	201	40	22	22	NUM
aiti-9196	201	41	mmᴓ	mmᴓ	NOUN
aiti-9196	201	42	(	(	PUNCT
aiti-9196	201	43	0.33	0.33	NUM
aiti-9196	201	44	h	h	NOUN
aiti-9196	201	45	)	)	PUNCT
aiti-9196	201	46	(	(	PUNCT
aiti-9196	201	47	f	f	X
aiti-9196	201	48	)	)	PUNCT
aiti-9196	201	49	22	22	NUM
aiti-9196	201	50	mmᴓ	mmᴓ	NOUN
aiti-9196	201	51	(	(	PUNCT
aiti-9196	201	52	0.67	0.67	NUM
aiti-9196	201	53	h	h	NOUN
aiti-9196	201	54	)	)	PUNCT
aiti-9196	201	55	fig	fig	NOUN
aiti-9196	201	56	.	.	PUNCT
aiti-9196	202	1	12	12	NUM
aiti-9196	202	2	parametric	parametric	ADJ
aiti-9196	202	3	details	detail	NOUN
aiti-9196	202	4	of	of	ADP
aiti-9196	202	5	pph	pph	PROPN
aiti-9196	202	6	stud	stud	PROPN
aiti-9196	202	7	shear	shear	PROPN
aiti-9196	202	8	connector	connector	NOUN
aiti-9196	202	9	doe	doe	NOUN
aiti-9196	202	10	is	be	AUX
aiti-9196	202	11	a	a	DET
aiti-9196	202	12	systematic	systematic	ADJ
aiti-9196	202	13	method	method	NOUN
aiti-9196	202	14	for	for	ADP
aiti-9196	202	15	establishing	establish	VERB
aiti-9196	202	16	a	a	DET
aiti-9196	202	17	relationship	relationship	NOUN
aiti-9196	202	18	between	between	ADP
aiti-9196	202	19	the	the	DET
aiti-9196	202	20	variables	variable	NOUN
aiti-9196	202	21	influencing	influence	VERB
aiti-9196	202	22	a	a	DET
aiti-9196	202	23	process	process	NOUN
aiti-9196	202	24	and	and	CCONJ
aiti-9196	202	25	its	its	PRON
aiti-9196	202	26	outcome	outcome	NOUN
aiti-9196	202	27	[	[	X
aiti-9196	202	28	27	27	NUM
aiti-9196	202	29	]	]	PUNCT
aiti-9196	202	30	.	.	PUNCT
aiti-9196	203	1	this	this	DET
aiti-9196	203	2	study	study	NOUN
aiti-9196	203	3	evaluates	evaluate	VERB
aiti-9196	203	4	the	the	DET
aiti-9196	203	5	performance	performance	NOUN
aiti-9196	203	6	of	of	ADP
aiti-9196	203	7	shear	shear	NOUN
aiti-9196	203	8	connectors	connector	NOUN
aiti-9196	203	9	,	,	PUNCT
aiti-9196	203	10	such	such	ADJ
aiti-9196	203	11	as	as	ADP
aiti-9196	203	12	shear	shear	ADJ
aiti-9196	203	13	resistance	resistance	NOUN
aiti-9196	203	14	and	and	CCONJ
aiti-9196	203	15	slip	slip	NOUN
aiti-9196	203	16	behavior	behavior	NOUN
aiti-9196	203	17	,	,	PUNCT
aiti-9196	203	18	as	as	ADP
aiti-9196	203	19	an	an	DET
aiti-9196	203	20	output	output	NOUN
aiti-9196	203	21	under	under	ADP
aiti-9196	203	22	the	the	DET
aiti-9196	203	23	influence	influence	NOUN
aiti-9196	203	24	of	of	ADP
aiti-9196	203	25	pushout	pushout	NOUN
aiti-9196	203	26	loading	loading	NOUN
aiti-9196	203	27	for	for	ADP
aiti-9196	203	28	different	different	ADJ
aiti-9196	203	29	factors	factor	NOUN
aiti-9196	203	30	.	.	PUNCT
aiti-9196	204	1	the	the	DET
aiti-9196	204	2	factors	factor	NOUN
aiti-9196	204	3	are	be	AUX
aiti-9196	204	4	headed	head	VERB
aiti-9196	204	5	stud	stud	NOUN
aiti-9196	204	6	diameter	diameter	NOUN
aiti-9196	204	7	(	(	PUNCT
aiti-9196	204	8	d	d	NOUN
aiti-9196	204	9	)	)	PUNCT
aiti-9196	204	10	,	,	PUNCT
aiti-9196	204	11	grade	grade	NOUN
aiti-9196	204	12	of	of	ADP
aiti-9196	204	13	concrete	concrete	ADJ
aiti-9196	204	14	(	(	PUNCT
aiti-9196	204	15	fc	fc	INTJ
aiti-9196	204	16	)	)	PUNCT
aiti-9196	204	17	,	,	PUNCT
aiti-9196	204	18	pennon	pennon	NOUN
aiti-9196	204	19	plate	plate	NOUN
aiti-9196	204	20	thickness	thickness	NOUN
aiti-9196	204	21	(	(	PUNCT
aiti-9196	204	22	t	t	PROPN
aiti-9196	204	23	)	)	PUNCT
aiti-9196	204	24	,	,	PUNCT
aiti-9196	204	25	and	and	CCONJ
aiti-9196	204	26	the	the	DET
aiti-9196	204	27	height	height	NOUN
aiti-9196	204	28	of	of	ADP
aiti-9196	204	29	the	the	DET
aiti-9196	204	30	pennon	pennon	NOUN
aiti-9196	204	31	plate	plate	NOUN
aiti-9196	204	32	(	(	PUNCT
aiti-9196	204	33	h	h	NOUN
aiti-9196	204	34	)	)	PUNCT
aiti-9196	204	35	.	.	PUNCT
aiti-9196	205	1	the	the	DET
aiti-9196	205	2	levels	level	NOUN
aiti-9196	205	3	are	be	AUX
aiti-9196	205	4	considered	consider	VERB
aiti-9196	205	5	low	low	ADJ
aiti-9196	205	6	(	(	PUNCT
aiti-9196	205	7	-	-	PUNCT
aiti-9196	205	8	)	)	PUNCT
aiti-9196	205	9	,	,	PUNCT
aiti-9196	205	10	intermediate	intermediate	X
aiti-9196	205	11	(	(	PUNCT
aiti-9196	205	12	i	i	NOUN
aiti-9196	205	13	)	)	PUNCT
aiti-9196	205	14	,	,	PUNCT
aiti-9196	205	15	and	and	CCONJ
aiti-9196	205	16	high	high	ADJ
aiti-9196	205	17	(	(	PUNCT
aiti-9196	205	18	+	+	NOUN
aiti-9196	205	19	)	)	PUNCT
aiti-9196	205	20	.	.	PUNCT
aiti-9196	206	1	table	table	NOUN
aiti-9196	206	2	3	3	NUM
aiti-9196	206	3	shows	show	VERB
aiti-9196	206	4	the	the	DET
aiti-9196	206	5	variables	variable	NOUN
aiti-9196	206	6	(	(	PUNCT
aiti-9196	206	7	factors	factor	NOUN
aiti-9196	206	8	)	)	PUNCT
aiti-9196	206	9	and	and	CCONJ
aiti-9196	206	10	their	their	PRON
aiti-9196	206	11	levels	level	NOUN
aiti-9196	206	12	examined	examine	VERB
aiti-9196	206	13	in	in	ADP
aiti-9196	206	14	the	the	DET
aiti-9196	206	15	fe	fe	NOUN
aiti-9196	206	16	analysis	analysis	NOUN
aiti-9196	206	17	.	.	PUNCT
aiti-9196	207	1	furthermore	furthermore	ADV
aiti-9196	207	2	,	,	PUNCT
aiti-9196	207	3	the	the	DET
aiti-9196	207	4	effects	effect	NOUN
aiti-9196	207	5	of	of	ADP
aiti-9196	207	6	d	d	PROPN
aiti-9196	207	7	,	,	PUNCT
aiti-9196	207	8	fc	fc	PROPN
aiti-9196	207	9	,	,	PUNCT
aiti-9196	207	10	t	t	PROPN
aiti-9196	207	11	,	,	PUNCT
aiti-9196	207	12	h	h	NOUN
aiti-9196	207	13	,	,	PUNCT
aiti-9196	207	14	and	and	CCONJ
aiti-9196	207	15	their	their	PRON
aiti-9196	207	16	interactions	interaction	NOUN
aiti-9196	207	17	are	be	AUX
aiti-9196	207	18	investigated	investigate	VERB
aiti-9196	207	19	using	use	VERB
aiti-9196	207	20	a	a	DET
aiti-9196	207	21	three	three	NUM
aiti-9196	207	22	-	-	PUNCT
aiti-9196	207	23	level	level	NOUN
aiti-9196	207	24	-	-	PUNCT
aiti-9196	207	25	three	three	NUM
aiti-9196	207	26	-	-	PUNCT
aiti-9196	207	27	factor	factor	NOUN
aiti-9196	207	28	(	(	PUNCT
aiti-9196	207	29	-	-	INTJ
aiti-9196	207	30	,	,	PUNCT
aiti-9196	207	31	i	i	PRON
aiti-9196	207	32	,	,	PUNCT
aiti-9196	207	33	+	+	NUM
aiti-9196	207	34	levels	level	NOUN
aiti-9196	207	35	and	and	CCONJ
aiti-9196	207	36	d	d	NOUN
aiti-9196	207	37	,	,	PUNCT
aiti-9196	207	38	fc	fc	PROPN
aiti-9196	207	39	,	,	PUNCT
aiti-9196	207	40	t	t	NOUN
aiti-9196	207	41	factors	factor	NOUN
aiti-9196	207	42	)	)	PUNCT
aiti-9196	207	43	with	with	ADP
aiti-9196	207	44	two	two	NUM
aiti-9196	207	45	-	-	PUNCT
aiti-9196	207	46	level	level	NOUN
aiti-9196	207	47	-	-	PUNCT
aiti-9196	207	48	one	one	NUM
aiti-9196	207	49	-	-	PUNCT
aiti-9196	207	50	factor	factor	NOUN
aiti-9196	207	51	(	(	PUNCT
aiti-9196	207	52	-	-	INTJ
aiti-9196	207	53	,	,	PUNCT
aiti-9196	207	54	+	+	NUM
aiti-9196	207	55	levels	level	NOUN
aiti-9196	207	56	and	and	CCONJ
aiti-9196	207	57	h	h	NOUN
aiti-9196	207	58	factor	factor	NOUN
aiti-9196	207	59	)	)	PUNCT
aiti-9196	207	60	full	full	ADJ
aiti-9196	207	61	factorial	factorial	ADJ
aiti-9196	207	62	doe	doe	NOUN
aiti-9196	207	63	,	,	PUNCT
aiti-9196	207	64	and	and	CCONJ
aiti-9196	207	65	analysis	analysis	NOUN
aiti-9196	207	66	of	of	ADP
aiti-9196	207	67	variance	variance	NOUN
aiti-9196	207	68	(	(	PUNCT
aiti-9196	207	69	anova	anova	PROPN
aiti-9196	207	70	)	)	PUNCT
aiti-9196	207	71	.	.	PUNCT
aiti-9196	208	1	thus	thus	ADV
aiti-9196	208	2	,	,	PUNCT
aiti-9196	208	3	a	a	DET
aiti-9196	208	4	full	full	ADJ
aiti-9196	208	5	analysis	analysis	NOUN
aiti-9196	208	6	of	of	ADP
aiti-9196	208	7	33	33	NUM
aiti-9196	208	8	×	×	NOUN
aiti-9196	208	9	21	21	NUM
aiti-9196	208	10	=	=	SYM
aiti-9196	208	11	27	27	NUM
aiti-9196	208	12	×	×	NOUN
aiti-9196	208	13	2	2	NUM
aiti-9196	208	14	=	=	SYM
aiti-9196	208	15	54	54	NUM
aiti-9196	208	16	factor	factor	NOUN
aiti-9196	208	17	combinations	combination	NOUN
aiti-9196	208	18	is	be	AUX
aiti-9196	208	19	required	require	VERB
aiti-9196	208	20	.	.	PUNCT
aiti-9196	209	1	anova	anova	PROPN
aiti-9196	209	2	is	be	AUX
aiti-9196	209	3	a	a	DET
aiti-9196	209	4	statistical	statistical	ADJ
aiti-9196	209	5	technique	technique	NOUN
aiti-9196	209	6	for	for	ADP
aiti-9196	209	7	comparing	compare	VERB
aiti-9196	209	8	two	two	NUM
aiti-9196	209	9	or	or	CCONJ
aiti-9196	209	10	more	more	ADJ
aiti-9196	209	11	sets	set	NOUN
aiti-9196	209	12	of	of	ADP
aiti-9196	209	13	data	datum	NOUN
aiti-9196	209	14	[	[	X
aiti-9196	209	15	27	27	NUM
aiti-9196	209	16	]	]	PUNCT
aiti-9196	209	17	.	.	PUNCT
aiti-9196	210	1	the	the	DET
aiti-9196	210	2	significance	significance	NOUN
aiti-9196	210	3	level	level	NOUN
aiti-9196	210	4	is	be	AUX
aiti-9196	210	5	set	set	VERB
aiti-9196	210	6	at	at	ADP
aiti-9196	210	7	0.05	0.05	NUM
aiti-9196	210	8	.	.	PUNCT
aiti-9196	211	1	minitab	minitab	PROPN
aiti-9196	212	1	[	[	X
aiti-9196	212	2	28	28	NUM
aiti-9196	212	3	]	]	X
aiti-9196	212	4	is	be	AUX
aiti-9196	212	5	used	use	VERB
aiti-9196	212	6	to	to	PART
aiti-9196	212	7	do	do	VERB
aiti-9196	212	8	statistical	statistical	ADJ
aiti-9196	212	9	analysis	analysis	NOUN
aiti-9196	212	10	on	on	ADP
aiti-9196	212	11	these	these	DET
aiti-9196	212	12	models	model	NOUN
aiti-9196	212	13	and	and	CCONJ
aiti-9196	212	14	establish	establish	VERB
aiti-9196	212	15	run	run	NOUN
aiti-9196	212	16	orders	order	NOUN
aiti-9196	212	17	.	.	PUNCT
aiti-9196	213	1	table	table	NOUN
aiti-9196	213	2	3	3	NUM
aiti-9196	213	3	factors	factor	NOUN
aiti-9196	213	4	and	and	CCONJ
aiti-9196	213	5	levels	level	NOUN
aiti-9196	213	6	no	no	INTJ
aiti-9196	213	7	.	.	PUNCT
aiti-9196	214	1	factors	factor	NOUN
aiti-9196	214	2	levels	level	NOUN
aiti-9196	214	3	low	low	ADJ
aiti-9196	214	4	intermediate	intermediate	ADJ
aiti-9196	214	5	high	high	ADJ
aiti-9196	214	6	1	1	NUM
aiti-9196	214	7	d	d	NOUN
aiti-9196	214	8	(	(	PUNCT
aiti-9196	214	9	mm	mm	NOUN
aiti-9196	214	10	)	)	PUNCT
aiti-9196	214	11	16	16	NUM
aiti-9196	214	12	19	19	NUM
aiti-9196	214	13	22	22	NUM
aiti-9196	214	14	2	2	NUM
aiti-9196	214	15	fc	fc	X
aiti-9196	214	16	(	(	PUNCT
aiti-9196	214	17	n	n	CCONJ
aiti-9196	214	18	/	/	SYM
aiti-9196	214	19	mm2	mm2	NOUN
aiti-9196	214	20	)	)	PUNCT
aiti-9196	214	21	30	30	NUM
aiti-9196	214	22	40	40	NUM
aiti-9196	214	23	50	50	NUM
aiti-9196	214	24	3	3	NUM
aiti-9196	214	25	t	t	NOUN
aiti-9196	214	26	(	(	PUNCT
aiti-9196	214	27	mm	mm	NOUN
aiti-9196	214	28	)	)	PUNCT
aiti-9196	214	29	2	2	NUM
aiti-9196	214	30	3	3	NUM
aiti-9196	214	31	4	4	NUM
aiti-9196	214	32	4	4	NUM
aiti-9196	214	33	h	h	NOUN
aiti-9196	214	34	(	(	PUNCT
aiti-9196	214	35	mm	mm	NOUN
aiti-9196	214	36	)	)	PUNCT
aiti-9196	214	37	0.33	0.33	NUM
aiti-9196	214	38	h	h	NOUN
aiti-9196	215	1	0.67	0.67	NUM
aiti-9196	215	2	h	h	NOUN
aiti-9196	215	3	28	28	NUM
aiti-9196	215	4	9	9	NUM
aiti-9196	215	5	3	3	NUM
aiti-9196	215	6	7	7	NUM
aiti-9196	215	7	33	33	NUM
aiti-9196	215	8	33	33	NUM
aiti-9196	215	9	16	16	NUM
aiti-9196	215	10	6	6	NUM
aiti-9196	215	11	7	7	NUM
aiti-9196	215	12	31	31	NUM
aiti-9196	215	13	3	3	NUM
aiti-9196	215	14	3	3	NUM
aiti-9196	215	15	33	33	NUM
aiti-9196	215	16	33	33	NUM
aiti-9196	215	17	19	19	NUM
aiti-9196	215	18	9	9	NUM
aiti-9196	215	19	1	1	NUM
aiti-9196	215	20	9	9	NUM
aiti-9196	215	21	33	33	NUM
aiti-9196	215	22	33	33	NUM
aiti-9196	215	23	19	19	NUM
aiti-9196	215	24	31	31	NUM
aiti-9196	215	25	6	6	NUM
aiti-9196	215	26	7	7	NUM
aiti-9196	215	27	9	9	NUM
aiti-9196	215	28	1	1	NUM
aiti-9196	215	29	9	9	NUM
aiti-9196	215	30	33	33	NUM
aiti-9196	215	31	33	33	NUM
aiti-9196	215	32	22	22	NUM
aiti-9196	215	33	3	3	NUM
aiti-9196	215	34	3	3	NUM
aiti-9196	215	35	35	35	NUM
aiti-9196	215	36	1	1	NUM
aiti-9196	215	37	1	1	NUM
aiti-9196	215	38	8	8	NUM
aiti-9196	215	39	9	9	NUM
aiti-9196	215	40	33	33	NUM
aiti-9196	215	41	33	33	NUM
aiti-9196	215	42	22	22	NUM
aiti-9196	215	43	1	1	NUM
aiti-9196	215	44	1	1	NUM
aiti-9196	215	45	35	35	NUM
aiti-9196	215	46	8	8	NUM
aiti-9196	215	47	9	9	NUM
aiti-9196	215	48	6	6	NUM
aiti-9196	215	49	7	7	NUM
aiti-9196	215	50	28	28	NUM
aiti-9196	215	51	3	3	NUM
aiti-9196	215	52	3	3	NUM
aiti-9196	215	53	9	9	NUM
aiti-9196	215	54	3	3	NUM
aiti-9196	215	55	7	7	NUM
aiti-9196	215	56	33	33	NUM
aiti-9196	215	57	33	33	NUM
aiti-9196	215	58	16	16	NUM
aiti-9196	215	59	advances	advance	NOUN
aiti-9196	215	60	in	in	ADP
aiti-9196	215	61	technology	technology	NOUN
aiti-9196	215	62	innovation	innovation	NOUN
aiti-9196	215	63	,	,	PUNCT
aiti-9196	215	64	vol	vol	NOUN
aiti-9196	215	65	.	.	PROPN
aiti-9196	215	66	8	8	NUM
aiti-9196	215	67	,	,	PUNCT
aiti-9196	215	68	no	no	INTJ
aiti-9196	215	69	.	.	NOUN
aiti-9196	215	70	3	3	NUM
aiti-9196	215	71	,	,	PUNCT
aiti-9196	215	72	2023	2023	NUM
aiti-9196	215	73	,	,	PUNCT
aiti-9196	215	74	pp	pp	ADJ
aiti-9196	215	75	.	.	PUNCT
aiti-9196	216	1	177	177	NUM
aiti-9196	216	2	-	-	SYM
aiti-9196	216	3	191	191	NUM
aiti-9196	216	4	185	185	NUM
aiti-9196	216	5	4	4	NUM
aiti-9196	216	6	.	.	PUNCT
aiti-9196	216	7	results	result	NOUN
aiti-9196	216	8	and	and	CCONJ
aiti-9196	216	9	discussion	discussion	VERB
aiti-9196	216	10	the	the	DET
aiti-9196	216	11	results	result	NOUN
aiti-9196	216	12	of	of	ADP
aiti-9196	216	13	fe	fe	NOUN
aiti-9196	216	14	analysis	analysis	NOUN
aiti-9196	216	15	of	of	ADP
aiti-9196	216	16	pushout	pushout	NOUN
aiti-9196	216	17	tests	test	NOUN
aiti-9196	216	18	with	with	ADP
aiti-9196	216	19	various	various	ADJ
aiti-9196	216	20	pph	pph	PROPN
aiti-9196	216	21	studs	stud	NOUN
aiti-9196	216	22	and	and	CCONJ
aiti-9196	216	23	variable	variable	ADJ
aiti-9196	216	24	concrete	concrete	ADJ
aiti-9196	216	25	strength	strength	NOUN
aiti-9196	216	26	are	be	AUX
aiti-9196	216	27	compared	compare	VERB
aiti-9196	216	28	with	with	ADP
aiti-9196	216	29	the	the	DET
aiti-9196	216	30	regular	regular	ADJ
aiti-9196	216	31	-	-	PUNCT
aiti-9196	216	32	headed	head	VERB
aiti-9196	216	33	stud	stud	NOUN
aiti-9196	216	34	shear	shear	NOUN
aiti-9196	216	35	connector	connector	NOUN
aiti-9196	216	36	.	.	PUNCT
aiti-9196	217	1	the	the	DET
aiti-9196	217	2	ultimate	ultimate	ADJ
aiti-9196	217	3	load	load	NOUN
aiti-9196	217	4	per	per	ADP
aiti-9196	217	5	stud	stud	NOUN
aiti-9196	217	6	(	(	PUNCT
aiti-9196	217	7	p	p	NOUN
aiti-9196	217	8	)	)	PUNCT
aiti-9196	217	9	and	and	CCONJ
aiti-9196	217	10	ultimate	ultimate	ADJ
aiti-9196	217	11	slip	slip	NOUN
aiti-9196	217	12	at	at	ADP
aiti-9196	217	13	the	the	DET
aiti-9196	217	14	failure	failure	NOUN
aiti-9196	217	15	of	of	ADP
aiti-9196	217	16	54	54	NUM
aiti-9196	217	17	pushout	pushout	NOUN
aiti-9196	217	18	specimens	specimen	NOUN
aiti-9196	217	19	are	be	AUX
aiti-9196	217	20	revealed	reveal	VERB
aiti-9196	217	21	from	from	ADP
aiti-9196	217	22	fe	fe	PROPN
aiti-9196	217	23	analysis	analysis	NOUN
aiti-9196	217	24	.	.	PUNCT
aiti-9196	218	1	the	the	DET
aiti-9196	218	2	total	total	ADJ
aiti-9196	218	3	reaction	reaction	NOUN
aiti-9196	218	4	acting	act	VERB
aiti-9196	218	5	on	on	ADP
aiti-9196	218	6	the	the	DET
aiti-9196	218	7	reference	reference	NOUN
aiti-9196	218	8	point	point	NOUN
aiti-9196	218	9	at	at	ADP
aiti-9196	218	10	the	the	DET
aiti-9196	218	11	top	top	ADJ
aiti-9196	218	12	surface	surface	NOUN
aiti-9196	218	13	of	of	ADP
aiti-9196	218	14	a	a	DET
aiti-9196	218	15	steel	steel	NOUN
aiti-9196	218	16	beam	beam	NOUN
aiti-9196	218	17	is	be	AUX
aiti-9196	218	18	used	use	VERB
aiti-9196	218	19	to	to	PART
aiti-9196	218	20	calculate	calculate	VERB
aiti-9196	218	21	the	the	DET
aiti-9196	218	22	load	load	NOUN
aiti-9196	218	23	.	.	PUNCT
aiti-9196	219	1	the	the	DET
aiti-9196	219	2	net	net	ADJ
aiti-9196	219	3	difference	difference	NOUN
aiti-9196	219	4	between	between	ADP
aiti-9196	219	5	the	the	DET
aiti-9196	219	6	nodes	node	NOUN
aiti-9196	219	7	on	on	ADP
aiti-9196	219	8	the	the	DET
aiti-9196	219	9	steel	steel	NOUN
aiti-9196	219	10	flange	flange	NOUN
aiti-9196	219	11	and	and	CCONJ
aiti-9196	219	12	the	the	DET
aiti-9196	219	13	nodes	node	NOUN
aiti-9196	219	14	on	on	ADP
aiti-9196	219	15	the	the	DET
aiti-9196	219	16	concrete	concrete	ADJ
aiti-9196	219	17	slab	slab	NOUN
aiti-9196	219	18	at	at	ADP
aiti-9196	219	19	the	the	DET
aiti-9196	219	20	stud	stud	NOUN
aiti-9196	219	21	center	center	NOUN
aiti-9196	219	22	is	be	AUX
aiti-9196	219	23	considered	consider	VERB
aiti-9196	219	24	for	for	ADP
aiti-9196	219	25	calculating	calculate	VERB
aiti-9196	219	26	the	the	DET
aiti-9196	219	27	connection	connection	NOUN
aiti-9196	219	28	slip	slip	NOUN
aiti-9196	219	29	.	.	PUNCT
aiti-9196	220	1	according	accord	VERB
aiti-9196	220	2	to	to	ADP
aiti-9196	220	3	the	the	DET
aiti-9196	220	4	characteristic	characteristic	ADJ
aiti-9196	220	5	slip	slip	NOUN
aiti-9196	220	6	capacity	capacity	NOUN
aiti-9196	220	7	specified	specify	VERB
aiti-9196	220	8	by	by	ADP
aiti-9196	220	9	annex	annex	NOUN
aiti-9196	220	10	b	b	NUM
aiti-9196	220	11	,	,	PUNCT
aiti-9196	220	12	clause	clause	NOUN
aiti-9196	220	13	b.2.5	b.2.5	NOUN
aiti-9196	220	14	of	of	ADP
aiti-9196	220	15	eurocode	eurocode	NOUN
aiti-9196	220	16	4	4	NUM
aiti-9196	220	17	[	[	NOUN
aiti-9196	220	18	8	8	NUM
aiti-9196	220	19	]	]	PUNCT
aiti-9196	220	20	,	,	PUNCT
aiti-9196	220	21	the	the	DET
aiti-9196	220	22	slip	slip	NOUN
aiti-9196	220	23	for	for	ADP
aiti-9196	220	24	ultimate	ultimate	ADJ
aiti-9196	220	25	failure	failure	NOUN
aiti-9196	220	26	is	be	AUX
aiti-9196	220	27	considered	consider	VERB
aiti-9196	220	28	at	at	ADP
aiti-9196	220	29	the	the	DET
aiti-9196	220	30	point	point	NOUN
aiti-9196	220	31	of	of	ADP
aiti-9196	220	32	critical	critical	ADJ
aiti-9196	220	33	damage	damage	NOUN
aiti-9196	220	34	when	when	SCONJ
aiti-9196	220	35	the	the	DET
aiti-9196	220	36	material	material	NOUN
aiti-9196	220	37	or	or	CCONJ
aiti-9196	220	38	the	the	DET
aiti-9196	220	39	failure	failure	NOUN
aiti-9196	220	40	is	be	AUX
aiti-9196	220	41	assumed	assume	VERB
aiti-9196	220	42	at	at	ADP
aiti-9196	220	43	the	the	DET
aiti-9196	220	44	10	10	NUM
aiti-9196	220	45	%	%	NOUN
aiti-9196	220	46	load	load	NOUN
aiti-9196	220	47	fell	fall	VERB
aiti-9196	220	48	below	below	ADP
aiti-9196	220	49	the	the	DET
aiti-9196	220	50	ultimate	ultimate	ADJ
aiti-9196	220	51	load	load	NOUN
aiti-9196	220	52	.	.	PUNCT
aiti-9196	221	1	the	the	DET
aiti-9196	221	2	verification	verification	NOUN
aiti-9196	221	3	curve	curve	NOUN
aiti-9196	221	4	as	as	ADP
aiti-9196	221	5	a	a	DET
aiti-9196	221	6	typical	typical	ADJ
aiti-9196	221	7	load	load	NOUN
aiti-9196	221	8	-	-	PUNCT
aiti-9196	221	9	slip	slip	NOUN
aiti-9196	221	10	relationship	relationship	NOUN
aiti-9196	221	11	per	per	ADP
aiti-9196	221	12	stud	stud	NOUN
aiti-9196	221	13	for	for	ADP
aiti-9196	221	14	pushout	pushout	NOUN
aiti-9196	221	15	specimens	specimen	NOUN
aiti-9196	221	16	of	of	ADP
aiti-9196	221	17	a	a	DET
aiti-9196	221	18	19	19	NUM
aiti-9196	221	19	mm	mm	NOUN
aiti-9196	221	20	stud	stud	NOUN
aiti-9196	221	21	diameter	diameter	NOUN
aiti-9196	221	22	is	be	AUX
aiti-9196	221	23	shown	show	VERB
aiti-9196	221	24	in	in	ADP
aiti-9196	221	25	fig	fig	NOUN
aiti-9196	221	26	.	.	PUNCT
aiti-9196	222	1	11	11	NUM
aiti-9196	222	2	.	.	PUNCT
aiti-9196	222	3	table	table	NOUN
aiti-9196	222	4	4	4	NUM
aiti-9196	222	5	shows	show	VERB
aiti-9196	222	6	the	the	DET
aiti-9196	222	7	comparison	comparison	NOUN
aiti-9196	222	8	between	between	ADP
aiti-9196	222	9	the	the	DET
aiti-9196	222	10	load	load	NOUN
aiti-9196	222	11	-	-	PUNCT
aiti-9196	222	12	slip	slip	NOUN
aiti-9196	222	13	capacity	capacity	NOUN
aiti-9196	222	14	of	of	ADP
aiti-9196	222	15	the	the	DET
aiti-9196	222	16	pph	pph	PROPN
aiti-9196	222	17	studs	stud	NOUN
aiti-9196	222	18	and	and	CCONJ
aiti-9196	222	19	the	the	DET
aiti-9196	222	20	conventional	conventional	ADJ
aiti-9196	222	21	19	19	NUM
aiti-9196	222	22	mm	mm	NOUN
aiti-9196	222	23	circular	circular	ADJ
aiti-9196	222	24	stud	stud	NOUN
aiti-9196	222	25	load	load	NOUN
aiti-9196	222	26	-	-	PUNCT
aiti-9196	222	27	slip	slip	NOUN
aiti-9196	222	28	capacity	capacity	NOUN
aiti-9196	222	29	for	for	ADP
aiti-9196	222	30	c40	c40	NOUN
aiti-9196	222	31	and	and	CCONJ
aiti-9196	222	32	c50	c50	NOUN
aiti-9196	222	33	concrete	concrete	NOUN
aiti-9196	222	34	.	.	PUNCT
aiti-9196	223	1	it	it	PRON
aiti-9196	223	2	can	can	AUX
aiti-9196	223	3	be	be	AUX
aiti-9196	223	4	observed	observe	VERB
aiti-9196	223	5	that	that	SCONJ
aiti-9196	223	6	with	with	ADP
aiti-9196	223	7	the	the	DET
aiti-9196	223	8	addition	addition	NOUN
aiti-9196	223	9	of	of	ADP
aiti-9196	223	10	plates	plate	NOUN
aiti-9196	223	11	to	to	ADP
aiti-9196	223	12	conventional	conventional	ADJ
aiti-9196	223	13	studs	stud	NOUN
aiti-9196	223	14	,	,	PUNCT
aiti-9196	223	15	the	the	DET
aiti-9196	223	16	ultimate	ultimate	ADJ
aiti-9196	223	17	strength	strength	NOUN
aiti-9196	223	18	of	of	ADP
aiti-9196	223	19	the	the	DET
aiti-9196	223	20	shear	shear	NOUN
aiti-9196	223	21	connection	connection	NOUN
aiti-9196	223	22	is	be	AUX
aiti-9196	223	23	increased	increase	VERB
aiti-9196	223	24	up	up	ADP
aiti-9196	223	25	to	to	ADP
aiti-9196	223	26	63	63	NUM
aiti-9196	223	27	%	%	NOUN
aiti-9196	223	28	to	to	PART
aiti-9196	223	29	77	77	NUM
aiti-9196	223	30	%	%	NOUN
aiti-9196	223	31	when	when	SCONJ
aiti-9196	223	32	utilizing	utilize	VERB
aiti-9196	223	33	a	a	DET
aiti-9196	223	34	2	2	NUM
aiti-9196	223	35	mm	mm	NOUN
aiti-9196	223	36	to	to	ADP
aiti-9196	223	37	4	4	NUM
aiti-9196	223	38	mm	mm	PROPN
aiti-9196	223	39	thick	thick	ADJ
aiti-9196	223	40	plate	plate	NOUN
aiti-9196	223	41	.	.	PUNCT
aiti-9196	224	1	according	accord	VERB
aiti-9196	224	2	to	to	PART
aiti-9196	224	3	eurocode	eurocode	VERB
aiti-9196	224	4	4	4	NUM
aiti-9196	224	5	[	[	SYM
aiti-9196	224	6	8	8	NUM
aiti-9196	224	7	]	]	PUNCT
aiti-9196	224	8	guidelines	guideline	NOUN
aiti-9196	224	9	,	,	PUNCT
aiti-9196	224	10	the	the	DET
aiti-9196	224	11	shear	shear	NOUN
aiti-9196	224	12	connector	connector	NOUN
aiti-9196	224	13	is	be	AUX
aiti-9196	224	14	called	call	VERB
aiti-9196	224	15	ductile	ductile	NOUN
aiti-9196	224	16	if	if	SCONJ
aiti-9196	224	17	the	the	DET
aiti-9196	224	18	ultimate	ultimate	ADJ
aiti-9196	224	19	slip	slip	NOUN
aiti-9196	224	20	of	of	ADP
aiti-9196	224	21	connection	connection	NOUN
aiti-9196	224	22	is	be	AUX
aiti-9196	224	23	equal	equal	ADJ
aiti-9196	224	24	to	to	ADP
aiti-9196	224	25	or	or	CCONJ
aiti-9196	224	26	more	more	ADJ
aiti-9196	224	27	than	than	ADP
aiti-9196	224	28	6	6	NUM
aiti-9196	224	29	mm	mm	NOUN
aiti-9196	224	30	.	.	PUNCT
aiti-9196	225	1	it	it	PRON
aiti-9196	225	2	can	can	AUX
aiti-9196	225	3	be	be	AUX
aiti-9196	225	4	seen	see	VERB
aiti-9196	225	5	from	from	ADP
aiti-9196	225	6	fea	fea	PROPN
aiti-9196	225	7	results	result	VERB
aiti-9196	225	8	that	that	SCONJ
aiti-9196	225	9	the	the	DET
aiti-9196	225	10	ductility	ductility	NOUN
aiti-9196	225	11	criteria	criterion	NOUN
aiti-9196	225	12	have	have	AUX
aiti-9196	225	13	been	be	AUX
aiti-9196	225	14	satisfied	satisfy	VERB
aiti-9196	225	15	by	by	ADP
aiti-9196	225	16	all	all	DET
aiti-9196	225	17	pph	pph	PROPN
aiti-9196	225	18	studs	stud	NOUN
aiti-9196	225	19	and	and	CCONJ
aiti-9196	225	20	all	all	PRON
aiti-9196	225	21	are	be	AUX
aiti-9196	225	22	justified	justify	VERB
aiti-9196	225	23	for	for	ADP
aiti-9196	225	24	practical	practical	ADJ
aiti-9196	225	25	implementation	implementation	NOUN
aiti-9196	225	26	with	with	ADP
aiti-9196	225	27	advantages	advantage	NOUN
aiti-9196	225	28	increment	increment	VERB
aiti-9196	225	29	in	in	ADP
aiti-9196	225	30	ultimate	ultimate	ADJ
aiti-9196	225	31	strength	strength	NOUN
aiti-9196	225	32	.	.	PUNCT
aiti-9196	226	1	some	some	DET
aiti-9196	226	2	descriptive	descriptive	ADJ
aiti-9196	226	3	results	result	NOUN
aiti-9196	226	4	of	of	ADP
aiti-9196	226	5	fe	fe	NOUN
aiti-9196	226	6	analysis	analysis	NOUN
aiti-9196	226	7	are	be	AUX
aiti-9196	226	8	elaborated	elaborate	VERB
aiti-9196	226	9	in	in	ADP
aiti-9196	226	10	the	the	DET
aiti-9196	226	11	following	follow	VERB
aiti-9196	226	12	subsection	subsection	NOUN
aiti-9196	226	13	.	.	PUNCT
aiti-9196	227	1	the	the	DET
aiti-9196	227	2	significance	significance	NOUN
aiti-9196	227	3	and	and	CCONJ
aiti-9196	227	4	interaction	interaction	NOUN
aiti-9196	227	5	of	of	ADP
aiti-9196	227	6	factors	factor	NOUN
aiti-9196	227	7	based	base	VERB
aiti-9196	227	8	on	on	ADP
aiti-9196	227	9	doe	doe	NOUN
aiti-9196	227	10	and	and	CCONJ
aiti-9196	227	11	anova	anova	PROPN
aiti-9196	227	12	are	be	AUX
aiti-9196	227	13	also	also	ADV
aiti-9196	227	14	prescribed	prescribe	VERB
aiti-9196	227	15	.	.	PUNCT
aiti-9196	228	1	table	table	NOUN
aiti-9196	228	2	4	4	NUM
aiti-9196	228	3	comparisons	comparison	NOUN
aiti-9196	228	4	of	of	ADP
aiti-9196	228	5	the	the	DET
aiti-9196	228	6	shear	shear	NOUN
aiti-9196	228	7	resistance	resistance	NOUN
aiti-9196	228	8	of	of	ADP
aiti-9196	228	9	pph	pph	PROPN
aiti-9196	228	10	stud	stud	NOUN
aiti-9196	228	11	with	with	ADP
aiti-9196	228	12	a	a	DET
aiti-9196	228	13	conventional	conventional	ADJ
aiti-9196	228	14	circular	circular	ADJ
aiti-9196	228	15	stud	stud	NOUN
aiti-9196	228	16	grade	grade	NOUN
aiti-9196	228	17	of	of	ADP
aiti-9196	228	18	concrete	concrete	ADJ
aiti-9196	228	19	circular	circular	ADJ
aiti-9196	228	20	stud	stud	NOUN
aiti-9196	228	21	shear	shear	NOUN
aiti-9196	228	22	resistance	resistance	NOUN
aiti-9196	228	23	(	(	PUNCT
aiti-9196	228	24	kn	kn	PROPN
aiti-9196	228	25	)	)	PUNCT
aiti-9196	228	26	pph	pph	PROPN
aiti-9196	228	27	studs	stud	NOUN
aiti-9196	228	28	for	for	ADP
aiti-9196	228	29	0.33	0.33	NUM
aiti-9196	228	30	h	h	NOUN
aiti-9196	228	31	(	(	PUNCT
aiti-9196	228	32	kn	kn	PROPN
aiti-9196	228	33	)	)	PUNCT
aiti-9196	228	34	2	2	NUM
aiti-9196	228	35	mm	mm	NOUN
aiti-9196	228	36	3	3	NUM
aiti-9196	228	37	mm	mm	NOUN
aiti-9196	228	38	4	4	NUM
aiti-9196	228	39	mm	mm	NOUN
aiti-9196	228	40	c40	c40	NOUN
aiti-9196	228	41	136.00	136.00	NUM
aiti-9196	228	42	222.03	222.03	NUM
aiti-9196	228	43	237.11	237.11	NUM
aiti-9196	228	44	242.54	242.54	NUM
aiti-9196	228	45	c50	c50	NOUN
aiti-9196	228	46	144.83	144.83	NUM
aiti-9196	228	47	235.87	235.87	NUM
aiti-9196	228	48	256.66	256.66	NUM
aiti-9196	228	49	256.63	256.63	NUM
aiti-9196	228	50	4.1	4.1	NUM
aiti-9196	228	51	.	.	PUNCT
aiti-9196	229	1	considering	consider	VERB
aiti-9196	229	2	the	the	DET
aiti-9196	229	3	effect	effect	NOUN
aiti-9196	229	4	of	of	ADP
aiti-9196	229	5	an	an	DET
aiti-9196	229	6	increase	increase	NOUN
aiti-9196	229	7	in	in	ADP
aiti-9196	229	8	concrete	concrete	ADJ
aiti-9196	229	9	strength	strength	NOUN
aiti-9196	229	10	when	when	SCONJ
aiti-9196	229	11	a	a	DET
aiti-9196	229	12	16	16	NUM
aiti-9196	229	13	mm	mm	NOUN
aiti-9196	229	14	diameter	diameter	NOUN
aiti-9196	229	15	stud	stud	NOUN
aiti-9196	229	16	with	with	ADP
aiti-9196	229	17	4	4	NUM
aiti-9196	229	18	mm	mm	NOUN
aiti-9196	229	19	plate	plate	NOUN
aiti-9196	229	20	thickness	thickness	NOUN
aiti-9196	229	21	and	and	CCONJ
aiti-9196	229	22	1/3rd	1/3rd	NUM
aiti-9196	229	23	height	height	NOUN
aiti-9196	229	24	of	of	ADP
aiti-9196	229	25	plate	plate	NOUN
aiti-9196	229	26	is	be	AUX
aiti-9196	229	27	considered	consider	VERB
aiti-9196	229	28	as	as	ADP
aiti-9196	229	29	a	a	DET
aiti-9196	229	30	constant	constant	ADJ
aiti-9196	229	31	parameter	parameter	NOUN
aiti-9196	229	32	,	,	PUNCT
aiti-9196	229	33	the	the	DET
aiti-9196	229	34	shear	shear	NOUN
aiti-9196	229	35	connection	connection	NOUN
aiti-9196	229	36	strengths	strength	NOUN
aiti-9196	229	37	observed	observe	VERB
aiti-9196	229	38	are	be	AUX
aiti-9196	229	39	199.26	199.26	NUM
aiti-9196	229	40	kn	kn	PROPN
aiti-9196	229	41	,	,	PUNCT
aiti-9196	229	42	224.86	224.86	NUM
aiti-9196	229	43	kn	kn	PROPN
aiti-9196	229	44	,	,	PUNCT
aiti-9196	229	45	and	and	CCONJ
aiti-9196	229	46	246.15	246.15	NUM
aiti-9196	229	47	kn	kn	NOUN
aiti-9196	229	48	at	at	ADP
aiti-9196	229	49	the	the	DET
aiti-9196	229	50	concrete	concrete	ADJ
aiti-9196	229	51	grades	grade	NOUN
aiti-9196	229	52	c30	c30	PROPN
aiti-9196	229	53	,	,	PUNCT
aiti-9196	229	54	c40	c40	NOUN
aiti-9196	229	55	,	,	PUNCT
aiti-9196	229	56	and	and	CCONJ
aiti-9196	229	57	c50	c50	NOUN
aiti-9196	229	58	respectively	respectively	ADV
aiti-9196	229	59	.	.	PUNCT
aiti-9196	230	1	the	the	DET
aiti-9196	230	2	values	value	NOUN
aiti-9196	230	3	of	of	ADP
aiti-9196	230	4	the	the	DET
aiti-9196	230	5	ultimate	ultimate	ADJ
aiti-9196	230	6	slip	slip	NOUN
aiti-9196	230	7	are	be	AUX
aiti-9196	230	8	observed	observe	VERB
aiti-9196	230	9	as	as	ADP
aiti-9196	230	10	18.08	18.08	NUM
aiti-9196	230	11	mm	mm	NOUN
aiti-9196	230	12	,	,	PUNCT
aiti-9196	230	13	16.01	16.01	NUM
aiti-9196	230	14	mm	mm	NOUN
aiti-9196	230	15	,	,	PUNCT
aiti-9196	230	16	and	and	CCONJ
aiti-9196	230	17	15.33	15.33	NUM
aiti-9196	230	18	mm	mm	NOUN
aiti-9196	230	19	respectively	respectively	ADV
aiti-9196	230	20	.	.	PUNCT
aiti-9196	231	1	hence	hence	ADV
aiti-9196	231	2	,	,	PUNCT
aiti-9196	231	3	with	with	ADP
aiti-9196	231	4	the	the	DET
aiti-9196	231	5	increase	increase	NOUN
aiti-9196	231	6	in	in	ADP
aiti-9196	231	7	concrete	concrete	ADJ
aiti-9196	231	8	grade	grade	NOUN
aiti-9196	231	9	,	,	PUNCT
aiti-9196	231	10	the	the	DET
aiti-9196	231	11	ultimate	ultimate	ADJ
aiti-9196	231	12	shear	shear	NOUN
aiti-9196	231	13	resistance	resistance	NOUN
aiti-9196	231	14	of	of	ADP
aiti-9196	231	15	the	the	DET
aiti-9196	231	16	stud	stud	NOUN
aiti-9196	231	17	is	be	AUX
aiti-9196	231	18	increased	increase	VERB
aiti-9196	231	19	by	by	ADP
aiti-9196	231	20	12.85	12.85	NUM
aiti-9196	231	21	%	%	NOUN
aiti-9196	231	22	for	for	ADP
aiti-9196	231	23	c40	c40	NOUN
aiti-9196	231	24	grade	grade	NOUN
aiti-9196	231	25	and	and	CCONJ
aiti-9196	231	26	23.53	23.53	NUM
aiti-9196	231	27	%	%	NOUN
aiti-9196	231	28	for	for	ADP
aiti-9196	231	29	c50	c50	NOUN
aiti-9196	231	30	grade	grade	NOUN
aiti-9196	231	31	,	,	PUNCT
aiti-9196	231	32	in	in	ADP
aiti-9196	231	33	comparison	comparison	NOUN
aiti-9196	231	34	with	with	ADP
aiti-9196	231	35	c30	c30	NOUN
aiti-9196	231	36	grade	grade	NOUN
aiti-9196	231	37	concrete	concrete	NOUN
aiti-9196	231	38	as	as	SCONJ
aiti-9196	231	39	shown	show	VERB
aiti-9196	231	40	in	in	ADP
aiti-9196	231	41	fig	fig	NOUN
aiti-9196	231	42	.	.	PUNCT
aiti-9196	232	1	13	13	NUM
aiti-9196	232	2	.	.	PUNCT
aiti-9196	233	1	however	however	ADV
aiti-9196	233	2	,	,	PUNCT
aiti-9196	233	3	the	the	DET
aiti-9196	233	4	ultimate	ultimate	ADJ
aiti-9196	233	5	connection	connection	NOUN
aiti-9196	233	6	slip	slip	NOUN
aiti-9196	233	7	is	be	AUX
aiti-9196	233	8	decreased	decrease	VERB
aiti-9196	233	9	by	by	ADP
aiti-9196	233	10	11.44	11.44	NUM
aiti-9196	233	11	%	%	NOUN
aiti-9196	233	12	for	for	ADP
aiti-9196	233	13	c40	c40	NOUN
aiti-9196	233	14	and	and	CCONJ
aiti-9196	233	15	15.21	15.21	NUM
aiti-9196	233	16	%	%	NOUN
aiti-9196	233	17	for	for	ADP
aiti-9196	233	18	c50	c50	NOUN
aiti-9196	233	19	grade	grade	NOUN
aiti-9196	233	20	.	.	PUNCT
aiti-9196	234	1	when	when	SCONJ
aiti-9196	234	2	a	a	DET
aiti-9196	234	3	19	19	NUM
aiti-9196	234	4	mm	mm	NOUN
aiti-9196	234	5	diameter	diameter	NOUN
aiti-9196	234	6	stud	stud	NOUN
aiti-9196	234	7	with	with	ADP
aiti-9196	234	8	4	4	NUM
aiti-9196	234	9	mm	mm	PROPN
aiti-9196	234	10	plate	plate	NOUN
aiti-9196	234	11	thickness	thickness	NOUN
aiti-9196	234	12	and	and	CCONJ
aiti-9196	234	13	1/3rd	1/3rd	NUM
aiti-9196	234	14	height	height	NOUN
aiti-9196	234	15	of	of	ADP
aiti-9196	234	16	the	the	DET
aiti-9196	234	17	plate	plate	NOUN
aiti-9196	234	18	is	be	AUX
aiti-9196	234	19	considered	consider	VERB
aiti-9196	234	20	as	as	ADP
aiti-9196	234	21	a	a	DET
aiti-9196	234	22	constant	constant	ADJ
aiti-9196	234	23	parameter	parameter	NOUN
aiti-9196	234	24	,	,	PUNCT
aiti-9196	234	25	the	the	DET
aiti-9196	234	26	shear	shear	NOUN
aiti-9196	234	27	connection	connection	NOUN
aiti-9196	234	28	strength	strength	NOUN
aiti-9196	234	29	for	for	ADP
aiti-9196	234	30	c30	c30	NOUN
aiti-9196	234	31	grade	grade	NOUN
aiti-9196	234	32	concrete	concrete	NOUN
aiti-9196	234	33	is	be	AUX
aiti-9196	234	34	observed	observe	VERB
aiti-9196	234	35	as	as	ADP
aiti-9196	234	36	220.14	220.14	NUM
aiti-9196	234	37	kn	kn	PROPN
aiti-9196	234	38	,	,	PUNCT
aiti-9196	234	39	and	and	CCONJ
aiti-9196	234	40	the	the	DET
aiti-9196	234	41	value	value	NOUN
aiti-9196	234	42	of	of	ADP
aiti-9196	234	43	ultimate	ultimate	ADJ
aiti-9196	234	44	slip	slip	NOUN
aiti-9196	234	45	is	be	AUX
aiti-9196	234	46	observed	observe	VERB
aiti-9196	234	47	as	as	ADP
aiti-9196	234	48	20.62	20.62	NUM
aiti-9196	234	49	mm	mm	NOUN
aiti-9196	234	50	.	.	PUNCT
aiti-9196	235	1	the	the	DET
aiti-9196	235	2	ultimate	ultimate	ADJ
aiti-9196	235	3	shear	shear	NOUN
aiti-9196	235	4	resistance	resistance	NOUN
aiti-9196	235	5	of	of	ADP
aiti-9196	235	6	the	the	DET
aiti-9196	235	7	stud	stud	NOUN
aiti-9196	235	8	is	be	AUX
aiti-9196	235	9	increased	increase	VERB
aiti-9196	235	10	by	by	ADP
aiti-9196	235	11	10.17	10.17	NUM
aiti-9196	235	12	%	%	NOUN
aiti-9196	235	13	for	for	ADP
aiti-9196	235	14	c40	c40	NOUN
aiti-9196	235	15	grade	grade	NOUN
aiti-9196	235	16	and	and	CCONJ
aiti-9196	235	17	16.57	16.57	NUM
aiti-9196	235	18	%	%	NOUN
aiti-9196	235	19	for	for	ADP
aiti-9196	235	20	c50	c50	NOUN
aiti-9196	235	21	grade	grade	NOUN
aiti-9196	235	22	,	,	PUNCT
aiti-9196	235	23	relative	relative	ADJ
aiti-9196	235	24	to	to	ADP
aiti-9196	235	25	c30	c30	NOUN
aiti-9196	235	26	grade	grade	NOUN
aiti-9196	235	27	concrete	concrete	NOUN
aiti-9196	235	28	.	.	PUNCT
aiti-9196	236	1	however	however	ADV
aiti-9196	236	2	,	,	PUNCT
aiti-9196	236	3	the	the	DET
aiti-9196	236	4	ultimate	ultimate	ADJ
aiti-9196	236	5	connection	connection	NOUN
aiti-9196	236	6	slip	slip	NOUN
aiti-9196	236	7	is	be	AUX
aiti-9196	236	8	decreased	decrease	VERB
aiti-9196	236	9	by	by	ADP
aiti-9196	236	10	2	2	NUM
aiti-9196	236	11	%	%	NOUN
aiti-9196	236	12	for	for	ADP
aiti-9196	236	13	c40	c40	NOUN
aiti-9196	236	14	and	and	CCONJ
aiti-9196	236	15	26	26	NUM
aiti-9196	236	16	%	%	NOUN
aiti-9196	236	17	for	for	ADP
aiti-9196	236	18	c50	c50	NOUN
aiti-9196	236	19	grade	grade	NOUN
aiti-9196	236	20	.	.	PUNCT
aiti-9196	237	1	when	when	SCONJ
aiti-9196	237	2	a	a	DET
aiti-9196	237	3	22	22	NUM
aiti-9196	237	4	mm	mm	NOUN
aiti-9196	237	5	diameter	diameter	NOUN
aiti-9196	237	6	stud	stud	NOUN
aiti-9196	237	7	with	with	ADP
aiti-9196	237	8	4	4	NUM
aiti-9196	237	9	mm	mm	NOUN
aiti-9196	237	10	plate	plate	NOUN
aiti-9196	237	11	thickness	thickness	NOUN
aiti-9196	237	12	and	and	CCONJ
aiti-9196	237	13	1/3rd	1/3rd	NUM
aiti-9196	237	14	height	height	NOUN
aiti-9196	237	15	of	of	ADP
aiti-9196	237	16	plate	plate	NOUN
aiti-9196	237	17	is	be	AUX
aiti-9196	237	18	considered	consider	VERB
aiti-9196	237	19	as	as	ADP
aiti-9196	237	20	a	a	DET
aiti-9196	237	21	constant	constant	ADJ
aiti-9196	237	22	parameter	parameter	NOUN
aiti-9196	237	23	,	,	PUNCT
aiti-9196	237	24	the	the	DET
aiti-9196	237	25	shear	shear	NOUN
aiti-9196	237	26	connection	connection	NOUN
aiti-9196	237	27	strength	strength	NOUN
aiti-9196	237	28	for	for	ADP
aiti-9196	237	29	c30	c30	NOUN
aiti-9196	237	30	grade	grade	NOUN
aiti-9196	237	31	concrete	concrete	NOUN
aiti-9196	237	32	is	be	AUX
aiti-9196	237	33	observed	observe	VERB
aiti-9196	237	34	as	as	ADP
aiti-9196	237	35	227.35	227.35	NUM
aiti-9196	237	36	kn	kn	NOUN
aiti-9196	237	37	,	,	PUNCT
aiti-9196	237	38	and	and	CCONJ
aiti-9196	237	39	the	the	DET
aiti-9196	237	40	value	value	NOUN
aiti-9196	237	41	of	of	ADP
aiti-9196	237	42	ultimate	ultimate	ADJ
aiti-9196	237	43	slip	slip	NOUN
aiti-9196	237	44	is	be	AUX
aiti-9196	237	45	observed	observe	VERB
aiti-9196	237	46	as	as	ADP
aiti-9196	237	47	19.37	19.37	NUM
aiti-9196	237	48	mm	mm	NOUN
aiti-9196	237	49	.	.	PUNCT
aiti-9196	238	1	the	the	DET
aiti-9196	238	2	ultimate	ultimate	ADJ
aiti-9196	238	3	shear	shear	NOUN
aiti-9196	238	4	resistance	resistance	NOUN
aiti-9196	238	5	of	of	ADP
aiti-9196	238	6	the	the	DET
aiti-9196	238	7	stud	stud	NOUN
aiti-9196	238	8	is	be	AUX
aiti-9196	238	9	increased	increase	VERB
aiti-9196	238	10	by	by	ADP
aiti-9196	238	11	9.68	9.68	NUM
aiti-9196	238	12	%	%	NOUN
aiti-9196	238	13	for	for	ADP
aiti-9196	238	14	c40	c40	NOUN
aiti-9196	238	15	grade	grade	NOUN
aiti-9196	238	16	and	and	CCONJ
aiti-9196	238	17	15	15	NUM
aiti-9196	238	18	%	%	NOUN
aiti-9196	238	19	for	for	ADP
aiti-9196	238	20	c50	c50	NOUN
aiti-9196	238	21	grade	grade	NOUN
aiti-9196	238	22	,	,	PUNCT
aiti-9196	238	23	relative	relative	ADJ
aiti-9196	238	24	to	to	ADP
aiti-9196	238	25	c30	c30	NOUN
aiti-9196	238	26	grade	grade	NOUN
aiti-9196	238	27	concrete	concrete	NOUN
aiti-9196	238	28	.	.	PUNCT
aiti-9196	239	1	in	in	ADP
aiti-9196	239	2	contrast	contrast	NOUN
aiti-9196	239	3	,	,	PUNCT
aiti-9196	239	4	the	the	DET
aiti-9196	239	5	ultimate	ultimate	ADJ
aiti-9196	239	6	connection	connection	NOUN
aiti-9196	239	7	slip	slip	NOUN
aiti-9196	239	8	is	be	AUX
aiti-9196	239	9	decreased	decrease	VERB
aiti-9196	239	10	by	by	ADP
aiti-9196	239	11	4.59	4.59	NUM
aiti-9196	239	12	%	%	NOUN
aiti-9196	239	13	for	for	ADP
aiti-9196	239	14	c40	c40	NOUN
aiti-9196	239	15	and	and	CCONJ
aiti-9196	239	16	34.53	34.53	NUM
aiti-9196	239	17	%	%	NOUN
aiti-9196	239	18	for	for	ADP
aiti-9196	239	19	c50	c50	NOUN
aiti-9196	239	20	grade	grade	NOUN
aiti-9196	239	21	.	.	PUNCT
aiti-9196	240	1	based	base	VERB
aiti-9196	240	2	on	on	ADP
aiti-9196	240	3	the	the	DET
aiti-9196	240	4	above	above	ADJ
aiti-9196	240	5	results	result	NOUN
aiti-9196	240	6	,	,	PUNCT
aiti-9196	240	7	it	it	PRON
aiti-9196	240	8	can	can	AUX
aiti-9196	240	9	be	be	AUX
aiti-9196	240	10	stated	state	VERB
aiti-9196	240	11	that	that	SCONJ
aiti-9196	240	12	the	the	DET
aiti-9196	240	13	shear	shear	NOUN
aiti-9196	240	14	resistance	resistance	NOUN
aiti-9196	240	15	of	of	ADP
aiti-9196	240	16	composite	composite	ADJ
aiti-9196	240	17	connections	connection	NOUN
aiti-9196	240	18	increases	increase	NOUN
aiti-9196	240	19	when	when	SCONJ
aiti-9196	240	20	the	the	DET
aiti-9196	240	21	strength	strength	NOUN
aiti-9196	240	22	of	of	ADP
aiti-9196	240	23	the	the	DET
aiti-9196	240	24	concrete	concrete	NOUN
aiti-9196	240	25	of	of	ADP
aiti-9196	240	26	the	the	DET
aiti-9196	240	27	rc	rc	PROPN
aiti-9196	240	28	slab	slab	NOUN
aiti-9196	240	29	increases	increase	NOUN
aiti-9196	240	30	,	,	PUNCT
aiti-9196	240	31	while	while	SCONJ
aiti-9196	240	32	the	the	DET
aiti-9196	240	33	ultimate	ultimate	ADJ
aiti-9196	240	34	slip	slip	NOUN
aiti-9196	240	35	at	at	ADP
aiti-9196	240	36	failure	failure	NOUN
aiti-9196	240	37	decreases	decrease	VERB
aiti-9196	240	38	.	.	PUNCT
aiti-9196	241	1	advances	advance	NOUN
aiti-9196	241	2	in	in	ADP
aiti-9196	241	3	technology	technology	NOUN
aiti-9196	241	4	innovation	innovation	NOUN
aiti-9196	241	5	,	,	PUNCT
aiti-9196	241	6	vol	vol	NOUN
aiti-9196	241	7	.	.	PROPN
aiti-9196	241	8	8	8	NUM
aiti-9196	241	9	,	,	PUNCT
aiti-9196	241	10	no	no	INTJ
aiti-9196	241	11	.	.	NOUN
aiti-9196	241	12	3	3	NUM
aiti-9196	241	13	,	,	PUNCT
aiti-9196	241	14	2023	2023	NUM
aiti-9196	241	15	,	,	PUNCT
aiti-9196	241	16	pp	pp	ADJ
aiti-9196	241	17	.	.	PUNCT
aiti-9196	242	1	177	177	NUM
aiti-9196	242	2	-	-	SYM
aiti-9196	242	3	191	191	NUM
aiti-9196	242	4	186	186	NUM
aiti-9196	242	5	(	(	PUNCT
aiti-9196	242	6	a	a	NOUN
aiti-9196	242	7	)	)	PUNCT
aiti-9196	242	8	shear	shear	NOUN
aiti-9196	242	9	resistance	resistance	NOUN
aiti-9196	242	10	(	(	PUNCT
aiti-9196	242	11	b	b	NOUN
aiti-9196	242	12	)	)	PUNCT
aiti-9196	242	13	ultimate	ultimate	ADJ
aiti-9196	242	14	slip	slip	NOUN
aiti-9196	242	15	fig	fig	NOUN
aiti-9196	242	16	.	.	PUNCT
aiti-9196	243	1	13	13	NUM
aiti-9196	243	2	the	the	DET
aiti-9196	243	3	effect	effect	NOUN
aiti-9196	243	4	of	of	ADP
aiti-9196	243	5	the	the	DET
aiti-9196	243	6	grade	grade	NOUN
aiti-9196	243	7	of	of	ADP
aiti-9196	243	8	concrete	concrete	NOUN
aiti-9196	243	9	on	on	ADP
aiti-9196	243	10	shear	shear	ADJ
aiti-9196	243	11	resistance	resistance	NOUN
aiti-9196	243	12	and	and	CCONJ
aiti-9196	243	13	ultimate	ultimate	ADJ
aiti-9196	243	14	slip	slip	NOUN
aiti-9196	243	15	performance	performance	NOUN
aiti-9196	243	16	of	of	ADP
aiti-9196	243	17	the	the	DET
aiti-9196	243	18	composite	composite	ADJ
aiti-9196	243	19	connection	connection	NOUN
aiti-9196	243	20	4.2	4.2	NUM
aiti-9196	243	21	.	.	PUNCT
aiti-9196	244	1	considering	consider	VERB
aiti-9196	244	2	the	the	DET
aiti-9196	244	3	effect	effect	NOUN
aiti-9196	244	4	of	of	ADP
aiti-9196	244	5	an	an	DET
aiti-9196	244	6	increase	increase	NOUN
aiti-9196	244	7	in	in	ADP
aiti-9196	244	8	headed	head	VERB
aiti-9196	244	9	stud	stud	NOUN
aiti-9196	244	10	diameter	diameter	NOUN
aiti-9196	244	11	when	when	SCONJ
aiti-9196	244	12	a	a	DET
aiti-9196	244	13	2	2	NUM
aiti-9196	244	14	mm	mm	NOUN
aiti-9196	244	15	plate	plate	NOUN
aiti-9196	244	16	thickness	thickness	NOUN
aiti-9196	244	17	with	with	ADP
aiti-9196	244	18	c40	c40	NOUN
aiti-9196	244	19	concrete	concrete	ADJ
aiti-9196	244	20	grade	grade	NOUN
aiti-9196	244	21	and	and	CCONJ
aiti-9196	244	22	1/3rd	1/3rd	NUM
aiti-9196	244	23	height	height	NOUN
aiti-9196	244	24	of	of	ADP
aiti-9196	244	25	plate	plate	NOUN
aiti-9196	244	26	is	be	AUX
aiti-9196	244	27	considered	consider	VERB
aiti-9196	244	28	as	as	ADP
aiti-9196	244	29	a	a	DET
aiti-9196	244	30	constant	constant	ADJ
aiti-9196	244	31	parameter	parameter	NOUN
aiti-9196	244	32	,	,	PUNCT
aiti-9196	244	33	with	with	ADP
aiti-9196	244	34	the	the	DET
aiti-9196	244	35	increase	increase	NOUN
aiti-9196	244	36	of	of	ADP
aiti-9196	244	37	stud	stud	NOUN
aiti-9196	244	38	diameters	diameter	NOUN
aiti-9196	244	39	such	such	ADJ
aiti-9196	244	40	as	as	ADP
aiti-9196	244	41	16	16	NUM
aiti-9196	244	42	mm	mm	PROPN
aiti-9196	244	43	,	,	PUNCT
aiti-9196	244	44	19	19	NUM
aiti-9196	244	45	mm	mm	NOUN
aiti-9196	244	46	,	,	PUNCT
aiti-9196	244	47	and	and	CCONJ
aiti-9196	244	48	22	22	NUM
aiti-9196	244	49	mm	mm	NOUN
aiti-9196	244	50	,	,	PUNCT
aiti-9196	244	51	the	the	DET
aiti-9196	244	52	shear	shear	NOUN
aiti-9196	244	53	connection	connection	NOUN
aiti-9196	244	54	strengths	strength	NOUN
aiti-9196	244	55	observed	observe	VERB
aiti-9196	244	56	are	be	AUX
aiti-9196	244	57	219.77	219.77	NUM
aiti-9196	244	58	kn	kn	NOUN
aiti-9196	244	59	,	,	PUNCT
aiti-9196	244	60	222.03	222.03	NUM
aiti-9196	244	61	kn	kn	NOUN
aiti-9196	244	62	,	,	PUNCT
aiti-9196	244	63	and	and	CCONJ
aiti-9196	244	64	237.46	237.46	NUM
aiti-9196	244	65	kn	kn	PROPN
aiti-9196	244	66	,	,	PUNCT
aiti-9196	244	67	respectively	respectively	ADV
aiti-9196	244	68	,	,	PUNCT
aiti-9196	244	69	and	and	CCONJ
aiti-9196	244	70	the	the	DET
aiti-9196	244	71	values	value	NOUN
aiti-9196	244	72	of	of	ADP
aiti-9196	244	73	ultimate	ultimate	ADJ
aiti-9196	244	74	slip	slip	NOUN
aiti-9196	244	75	are	be	AUX
aiti-9196	244	76	observed	observe	VERB
aiti-9196	244	77	as	as	ADP
aiti-9196	244	78	22.08	22.08	NUM
aiti-9196	244	79	mm	mm	NUM
aiti-9196	244	80	,	,	PUNCT
aiti-9196	244	81	22.51	22.51	NUM
aiti-9196	244	82	mm	mm	NOUN
aiti-9196	244	83	,	,	PUNCT
aiti-9196	244	84	and	and	CCONJ
aiti-9196	244	85	21.62	21.62	NUM
aiti-9196	244	86	mm	mm	NOUN
aiti-9196	244	87	respectively	respectively	ADV
aiti-9196	244	88	.	.	PUNCT
aiti-9196	245	1	the	the	DET
aiti-9196	245	2	ultimate	ultimate	ADJ
aiti-9196	245	3	shear	shear	NOUN
aiti-9196	245	4	resistance	resistance	NOUN
aiti-9196	245	5	of	of	ADP
aiti-9196	245	6	the	the	DET
aiti-9196	245	7	stud	stud	NOUN
aiti-9196	245	8	is	be	AUX
aiti-9196	245	9	increased	increase	VERB
aiti-9196	245	10	by	by	ADP
aiti-9196	245	11	1.02	1.02	NUM
aiti-9196	245	12	%	%	NOUN
aiti-9196	245	13	for	for	ADP
aiti-9196	245	14	19	19	NUM
aiti-9196	245	15	d	d	NOUN
aiti-9196	245	16	and	and	CCONJ
aiti-9196	245	17	8.04	8.04	NUM
aiti-9196	245	18	%	%	NOUN
aiti-9196	245	19	for	for	ADP
aiti-9196	245	20	22	22	NUM
aiti-9196	245	21	d	d	PROPN
aiti-9196	245	22	,	,	PUNCT
aiti-9196	245	23	for	for	ADP
aiti-9196	245	24	the	the	DET
aiti-9196	245	25	16	16	NUM
aiti-9196	245	26	d	d	NOUN
aiti-9196	245	27	stud	stud	NOUN
aiti-9196	245	28	as	as	SCONJ
aiti-9196	245	29	shown	show	VERB
aiti-9196	245	30	in	in	ADP
aiti-9196	245	31	fig	fig	NOUN
aiti-9196	245	32	.	.	PUNCT
aiti-9196	246	1	14	14	NUM
aiti-9196	246	2	.	.	PUNCT
aiti-9196	247	1	whereas	whereas	SCONJ
aiti-9196	247	2	the	the	DET
aiti-9196	247	3	ultimate	ultimate	ADJ
aiti-9196	247	4	connection	connection	NOUN
aiti-9196	247	5	slip	slip	NOUN
aiti-9196	247	6	is	be	AUX
aiti-9196	247	7	increased	increase	VERB
aiti-9196	247	8	by	by	ADP
aiti-9196	247	9	1.94	1.94	NUM
aiti-9196	247	10	%	%	NOUN
aiti-9196	247	11	for	for	ADP
aiti-9196	247	12	19	19	NUM
aiti-9196	247	13	d	d	NOUN
aiti-9196	247	14	and	and	CCONJ
aiti-9196	247	15	decreased	decrease	VERB
aiti-9196	247	16	by	by	ADP
aiti-9196	247	17	2.08	2.08	NUM
aiti-9196	247	18	%	%	NOUN
aiti-9196	247	19	for	for	ADP
aiti-9196	247	20	22	22	NUM
aiti-9196	247	21	d	d	PROPN
aiti-9196	247	22	,	,	PUNCT
aiti-9196	247	23	in	in	ADP
aiti-9196	247	24	comparison	comparison	NOUN
aiti-9196	247	25	with	with	ADP
aiti-9196	247	26	16	16	NUM
aiti-9196	247	27	d	d	NOUN
aiti-9196	247	28	stud	stud	NOUN
aiti-9196	247	29	.	.	PUNCT
aiti-9196	248	1	when	when	SCONJ
aiti-9196	248	2	a	a	DET
aiti-9196	248	3	3	3	NUM
aiti-9196	248	4	mm	mm	NOUN
aiti-9196	248	5	plate	plate	NOUN
aiti-9196	248	6	thickness	thickness	NOUN
aiti-9196	248	7	with	with	ADP
aiti-9196	248	8	c40	c40	NOUN
aiti-9196	248	9	concrete	concrete	ADJ
aiti-9196	248	10	grade	grade	NOUN
aiti-9196	248	11	and	and	CCONJ
aiti-9196	248	12	1/3rd	1/3rd	NUM
aiti-9196	248	13	height	height	NOUN
aiti-9196	248	14	is	be	AUX
aiti-9196	248	15	considered	consider	VERB
aiti-9196	248	16	a	a	DET
aiti-9196	248	17	constant	constant	ADJ
aiti-9196	248	18	parameter	parameter	NOUN
aiti-9196	248	19	,	,	PUNCT
aiti-9196	248	20	the	the	DET
aiti-9196	248	21	shear	shear	NOUN
aiti-9196	248	22	connection	connection	NOUN
aiti-9196	248	23	strength	strength	NOUN
aiti-9196	248	24	of	of	ADP
aiti-9196	248	25	16	16	NUM
aiti-9196	248	26	d	d	NOUN
aiti-9196	248	27	stud	stud	NOUN
aiti-9196	248	28	is	be	AUX
aiti-9196	248	29	observed	observe	VERB
aiti-9196	248	30	as	as	ADP
aiti-9196	248	31	219.25	219.25	NUM
aiti-9196	248	32	kn	kn	NOUN
aiti-9196	248	33	,	,	PUNCT
aiti-9196	248	34	and	and	CCONJ
aiti-9196	248	35	the	the	DET
aiti-9196	248	36	value	value	NOUN
aiti-9196	248	37	of	of	ADP
aiti-9196	248	38	ultimate	ultimate	ADJ
aiti-9196	248	39	slip	slip	NOUN
aiti-9196	248	40	is	be	AUX
aiti-9196	248	41	observed	observe	VERB
aiti-9196	248	42	as	as	ADP
aiti-9196	248	43	13.92	13.92	NUM
aiti-9196	248	44	mm	mm	NOUN
aiti-9196	248	45	.	.	PUNCT
aiti-9196	249	1	the	the	DET
aiti-9196	249	2	ultimate	ultimate	ADJ
aiti-9196	249	3	shear	shear	NOUN
aiti-9196	249	4	resistance	resistance	NOUN
aiti-9196	249	5	of	of	ADP
aiti-9196	249	6	the	the	DET
aiti-9196	249	7	stud	stud	NOUN
aiti-9196	249	8	is	be	AUX
aiti-9196	249	9	increased	increase	VERB
aiti-9196	249	10	by	by	ADP
aiti-9196	249	11	8.14	8.14	NUM
aiti-9196	249	12	%	%	NOUN
aiti-9196	249	13	for	for	ADP
aiti-9196	249	14	19	19	NUM
aiti-9196	249	15	d	d	NOUN
aiti-9196	249	16	stud	stud	NOUN
aiti-9196	249	17	and	and	CCONJ
aiti-9196	249	18	11.31	11.31	NUM
aiti-9196	249	19	%	%	NOUN
aiti-9196	249	20	for	for	ADP
aiti-9196	249	21	22	22	NUM
aiti-9196	249	22	d	d	NOUN
aiti-9196	249	23	stud	stud	NOUN
aiti-9196	249	24	,	,	PUNCT
aiti-9196	249	25	for	for	ADP
aiti-9196	249	26	16	16	NUM
aiti-9196	249	27	d	d	NOUN
aiti-9196	249	28	stud	stud	NOUN
aiti-9196	249	29	.	.	PUNCT
aiti-9196	250	1	as	as	ADP
aiti-9196	250	2	for	for	ADP
aiti-9196	250	3	,	,	PUNCT
aiti-9196	250	4	the	the	DET
aiti-9196	250	5	ultimate	ultimate	ADJ
aiti-9196	250	6	connection	connection	NOUN
aiti-9196	250	7	slip	slip	NOUN
aiti-9196	250	8	,	,	PUNCT
aiti-9196	250	9	it	it	PRON
aiti-9196	250	10	is	be	AUX
aiti-9196	250	11	increased	increase	VERB
aiti-9196	250	12	by	by	ADP
aiti-9196	250	13	18.17	18.17	NUM
aiti-9196	250	14	%	%	NOUN
aiti-9196	250	15	for	for	ADP
aiti-9196	250	16	19	19	NUM
aiti-9196	250	17	d	d	NOUN
aiti-9196	250	18	and	and	CCONJ
aiti-9196	250	19	46.47	46.47	NUM
aiti-9196	250	20	%	%	NOUN
aiti-9196	250	21	for	for	ADP
aiti-9196	250	22	22	22	NUM
aiti-9196	250	23	d	d	NOUN
aiti-9196	250	24	stud	stud	NOUN
aiti-9196	250	25	,	,	PUNCT
aiti-9196	250	26	in	in	ADP
aiti-9196	250	27	comparison	comparison	NOUN
aiti-9196	250	28	with	with	ADP
aiti-9196	250	29	16	16	NUM
aiti-9196	250	30	d	d	NOUN
aiti-9196	250	31	stud	stud	NOUN
aiti-9196	250	32	.	.	PUNCT
aiti-9196	251	1	when	when	SCONJ
aiti-9196	251	2	a	a	DET
aiti-9196	251	3	4	4	NUM
aiti-9196	251	4	mm	mm	NOUN
aiti-9196	251	5	plate	plate	NOUN
aiti-9196	251	6	thickness	thickness	NOUN
aiti-9196	251	7	with	with	ADP
aiti-9196	251	8	c40	c40	NOUN
aiti-9196	251	9	concrete	concrete	ADJ
aiti-9196	251	10	grade	grade	NOUN
aiti-9196	251	11	and	and	CCONJ
aiti-9196	251	12	1/3rd	1/3rd	NUM
aiti-9196	251	13	height	height	NOUN
aiti-9196	251	14	is	be	AUX
aiti-9196	251	15	considered	consider	VERB
aiti-9196	251	16	a	a	DET
aiti-9196	251	17	constant	constant	ADJ
aiti-9196	251	18	parameter	parameter	NOUN
aiti-9196	251	19	,	,	PUNCT
aiti-9196	251	20	the	the	DET
aiti-9196	251	21	shear	shear	NOUN
aiti-9196	251	22	connection	connection	NOUN
aiti-9196	251	23	strength	strength	NOUN
aiti-9196	251	24	of	of	ADP
aiti-9196	251	25	16	16	NUM
aiti-9196	251	26	d	d	NOUN
aiti-9196	251	27	stud	stud	NOUN
aiti-9196	251	28	is	be	AUX
aiti-9196	251	29	observed	observe	VERB
aiti-9196	251	30	as	as	ADP
aiti-9196	251	31	224.86	224.86	NUM
aiti-9196	251	32	kn	kn	PROPN
aiti-9196	251	33	,	,	PUNCT
aiti-9196	251	34	and	and	CCONJ
aiti-9196	251	35	the	the	DET
aiti-9196	251	36	value	value	NOUN
aiti-9196	251	37	of	of	ADP
aiti-9196	251	38	ultimate	ultimate	ADJ
aiti-9196	251	39	slip	slip	NOUN
aiti-9196	251	40	is	be	AUX
aiti-9196	251	41	observed	observe	VERB
aiti-9196	251	42	as	as	ADP
aiti-9196	251	43	16.01	16.01	NUM
aiti-9196	251	44	mm	mm	NOUN
aiti-9196	251	45	.	.	PUNCT
aiti-9196	252	1	here	here	ADV
aiti-9196	252	2	,	,	PUNCT
aiti-9196	252	3	with	with	ADP
aiti-9196	252	4	the	the	DET
aiti-9196	252	5	increase	increase	NOUN
aiti-9196	252	6	in	in	ADP
aiti-9196	252	7	shank	shank	ADJ
aiti-9196	252	8	diameter	diameter	NOUN
aiti-9196	252	9	of	of	ADP
aiti-9196	252	10	the	the	DET
aiti-9196	252	11	pph	pph	PROPN
aiti-9196	252	12	stud	stud	NOUN
aiti-9196	252	13	,	,	PUNCT
aiti-9196	252	14	the	the	DET
aiti-9196	252	15	ultimate	ultimate	ADJ
aiti-9196	252	16	shear	shear	NOUN
aiti-9196	252	17	resistance	resistance	NOUN
aiti-9196	252	18	of	of	ADP
aiti-9196	252	19	the	the	DET
aiti-9196	252	20	stud	stud	NOUN
aiti-9196	252	21	is	be	AUX
aiti-9196	252	22	increased	increase	VERB
aiti-9196	252	23	by	by	ADP
aiti-9196	252	24	7.85	7.85	NUM
aiti-9196	252	25	%	%	NOUN
aiti-9196	252	26	for	for	ADP
aiti-9196	252	27	19	19	NUM
aiti-9196	252	28	d	d	NOUN
aiti-9196	252	29	stud	stud	NOUN
aiti-9196	252	30	and	and	CCONJ
aiti-9196	252	31	10.90	10.90	NUM
aiti-9196	252	32	%	%	NOUN
aiti-9196	252	33	for	for	ADP
aiti-9196	252	34	22	22	NUM
aiti-9196	252	35	d	d	NOUN
aiti-9196	252	36	stud	stud	NOUN
aiti-9196	252	37	,	,	PUNCT
aiti-9196	252	38	for	for	ADP
aiti-9196	252	39	16	16	NUM
aiti-9196	252	40	d	d	NOUN
aiti-9196	252	41	stud	stud	NOUN
aiti-9196	252	42	.	.	PUNCT
aiti-9196	253	1	however	however	ADV
aiti-9196	253	2	,	,	PUNCT
aiti-9196	253	3	the	the	DET
aiti-9196	253	4	ultimate	ultimate	ADJ
aiti-9196	253	5	connection	connection	NOUN
aiti-9196	253	6	slip	slip	NOUN
aiti-9196	253	7	is	be	AUX
aiti-9196	253	8	increased	increase	VERB
aiti-9196	253	9	by	by	ADP
aiti-9196	253	10	25.92	25.92	NUM
aiti-9196	253	11	%	%	NOUN
aiti-9196	253	12	for	for	ADP
aiti-9196	253	13	19	19	NUM
aiti-9196	253	14	d	d	NOUN
aiti-9196	253	15	and	and	CCONJ
aiti-9196	253	16	15.49	15.49	NUM
aiti-9196	253	17	%	%	NOUN
aiti-9196	253	18	for	for	ADP
aiti-9196	253	19	22	22	NUM
aiti-9196	253	20	d	d	NOUN
aiti-9196	253	21	stud	stud	NOUN
aiti-9196	253	22	,	,	PUNCT
aiti-9196	253	23	in	in	ADP
aiti-9196	253	24	comparison	comparison	NOUN
aiti-9196	253	25	with	with	ADP
aiti-9196	253	26	16	16	NUM
aiti-9196	253	27	d	d	NOUN
aiti-9196	253	28	stud	stud	NOUN
aiti-9196	253	29	.	.	PUNCT
aiti-9196	254	1	from	from	ADP
aiti-9196	254	2	the	the	DET
aiti-9196	254	3	above	above	ADJ
aiti-9196	254	4	observations	observation	NOUN
aiti-9196	254	5	,	,	PUNCT
aiti-9196	254	6	it	it	PRON
aiti-9196	254	7	can	can	AUX
aiti-9196	254	8	be	be	AUX
aiti-9196	254	9	concluded	conclude	VERB
aiti-9196	254	10	that	that	SCONJ
aiti-9196	254	11	the	the	DET
aiti-9196	254	12	shear	shear	NOUN
aiti-9196	254	13	resistance	resistance	NOUN
aiti-9196	254	14	of	of	ADP
aiti-9196	254	15	the	the	DET
aiti-9196	254	16	connection	connection	NOUN
aiti-9196	254	17	increases	increase	VERB
aiti-9196	254	18	with	with	ADP
aiti-9196	254	19	the	the	DET
aiti-9196	254	20	increase	increase	NOUN
aiti-9196	254	21	of	of	ADP
aiti-9196	254	22	stud	stud	NOUN
aiti-9196	254	23	diameter	diameter	NOUN
aiti-9196	254	24	,	,	PUNCT
aiti-9196	254	25	whereas	whereas	SCONJ
aiti-9196	254	26	no	no	DET
aiti-9196	254	27	specific	specific	ADJ
aiti-9196	254	28	pattern	pattern	NOUN
aiti-9196	254	29	is	be	AUX
aiti-9196	254	30	observed	observe	VERB
aiti-9196	254	31	for	for	ADP
aiti-9196	254	32	the	the	DET
aiti-9196	254	33	maximum	maximum	ADJ
aiti-9196	254	34	slip	slip	NOUN
aiti-9196	254	35	at	at	ADP
aiti-9196	254	36	failure	failure	NOUN
aiti-9196	254	37	.	.	PUNCT
aiti-9196	255	1	and	and	CCONJ
aiti-9196	255	2	an	an	DET
aiti-9196	255	3	interaction	interaction	NOUN
aiti-9196	255	4	study	study	NOUN
aiti-9196	255	5	(	(	PUNCT
aiti-9196	255	6	anova	anova	PROPN
aiti-9196	255	7	)	)	PUNCT
aiti-9196	255	8	has	have	AUX
aiti-9196	255	9	been	be	AUX
aiti-9196	255	10	required	require	VERB
aiti-9196	255	11	to	to	PART
aiti-9196	255	12	find	find	VERB
aiti-9196	255	13	the	the	DET
aiti-9196	255	14	influence	influence	NOUN
aiti-9196	255	15	of	of	ADP
aiti-9196	255	16	main	main	ADJ
aiti-9196	255	17	factors	factor	NOUN
aiti-9196	255	18	and	and	CCONJ
aiti-9196	255	19	their	their	PRON
aiti-9196	255	20	interaction	interaction	NOUN
aiti-9196	255	21	.	.	PUNCT
aiti-9196	256	1	(	(	PUNCT
aiti-9196	256	2	a	a	X
aiti-9196	256	3	)	)	PUNCT
aiti-9196	256	4	shear	shear	NOUN
aiti-9196	256	5	resistance	resistance	NOUN
aiti-9196	256	6	(	(	PUNCT
aiti-9196	256	7	b	b	NOUN
aiti-9196	256	8	)	)	PUNCT
aiti-9196	256	9	ultimate	ultimate	ADJ
aiti-9196	256	10	slip	slip	NOUN
aiti-9196	256	11	fig	fig	NOUN
aiti-9196	256	12	.	.	PUNCT
aiti-9196	257	1	14	14	NUM
aiti-9196	258	1	the	the	DET
aiti-9196	258	2	effect	effect	NOUN
aiti-9196	258	3	of	of	ADP
aiti-9196	258	4	stud	stud	NOUN
aiti-9196	258	5	diameter	diameter	NOUN
aiti-9196	258	6	on	on	ADP
aiti-9196	258	7	shear	shear	ADJ
aiti-9196	258	8	resistance	resistance	NOUN
aiti-9196	258	9	and	and	CCONJ
aiti-9196	258	10	ultimate	ultimate	ADJ
aiti-9196	258	11	slip	slip	NOUN
aiti-9196	258	12	performance	performance	NOUN
aiti-9196	258	13	of	of	ADP
aiti-9196	258	14	the	the	DET
aiti-9196	258	15	composite	composite	ADJ
aiti-9196	258	16	connection	connection	NOUN
aiti-9196	258	17	advances	advance	NOUN
aiti-9196	258	18	in	in	ADP
aiti-9196	258	19	technology	technology	NOUN
aiti-9196	258	20	innovation	innovation	NOUN
aiti-9196	258	21	,	,	PUNCT
aiti-9196	258	22	vol	vol	NOUN
aiti-9196	258	23	.	.	PROPN
aiti-9196	258	24	8	8	NUM
aiti-9196	258	25	,	,	PUNCT
aiti-9196	258	26	no	no	INTJ
aiti-9196	258	27	.	.	NOUN
aiti-9196	258	28	3	3	NUM
aiti-9196	258	29	,	,	PUNCT
aiti-9196	258	30	2023	2023	NUM
aiti-9196	258	31	,	,	PUNCT
aiti-9196	258	32	pp	pp	ADJ
aiti-9196	258	33	.	.	PUNCT
aiti-9196	259	1	177	177	NUM
aiti-9196	259	2	-	-	SYM
aiti-9196	259	3	191	191	NUM
aiti-9196	259	4	187	187	NUM
aiti-9196	259	5	4.3	4.3	NUM
aiti-9196	259	6	.	.	PUNCT
aiti-9196	260	1	considering	consider	VERB
aiti-9196	260	2	the	the	DET
aiti-9196	260	3	effect	effect	NOUN
aiti-9196	260	4	of	of	ADP
aiti-9196	260	5	an	an	DET
aiti-9196	260	6	increase	increase	NOUN
aiti-9196	260	7	in	in	ADP
aiti-9196	260	8	headed	headed	ADJ
aiti-9196	260	9	plate	plate	NOUN
aiti-9196	260	10	thickness	thickness	NOUN
aiti-9196	260	11	when	when	SCONJ
aiti-9196	260	12	a	a	DET
aiti-9196	260	13	16	16	NUM
aiti-9196	260	14	mm	mm	NOUN
aiti-9196	260	15	diameter	diameter	NOUN
aiti-9196	260	16	stud	stud	NOUN
aiti-9196	260	17	with	with	ADP
aiti-9196	260	18	c50	c50	NOUN
aiti-9196	260	19	concrete	concrete	ADJ
aiti-9196	260	20	grade	grade	NOUN
aiti-9196	260	21	and	and	CCONJ
aiti-9196	260	22	2/3rd	2/3rd	NUM
aiti-9196	260	23	height	height	NOUN
aiti-9196	260	24	of	of	ADP
aiti-9196	260	25	plate	plate	NOUN
aiti-9196	260	26	is	be	AUX
aiti-9196	260	27	considered	consider	VERB
aiti-9196	260	28	as	as	ADP
aiti-9196	260	29	a	a	DET
aiti-9196	260	30	constant	constant	ADJ
aiti-9196	260	31	parameter	parameter	NOUN
aiti-9196	260	32	,	,	PUNCT
aiti-9196	260	33	with	with	SCONJ
aiti-9196	260	34	the	the	DET
aiti-9196	260	35	increase	increase	NOUN
aiti-9196	260	36	of	of	ADP
aiti-9196	260	37	plate	plate	NOUN
aiti-9196	260	38	thickness	thickness	NOUN
aiti-9196	260	39	such	such	ADJ
aiti-9196	260	40	as	as	ADP
aiti-9196	260	41	2	2	NUM
aiti-9196	260	42	mm	mm	NOUN
aiti-9196	260	43	,	,	PUNCT
aiti-9196	260	44	3	3	NUM
aiti-9196	260	45	mm	mm	NOUN
aiti-9196	260	46	,	,	PUNCT
aiti-9196	260	47	and	and	CCONJ
aiti-9196	260	48	4	4	NUM
aiti-9196	260	49	mm	mm	NOUN
aiti-9196	260	50	,	,	PUNCT
aiti-9196	260	51	the	the	DET
aiti-9196	260	52	shear	shear	NOUN
aiti-9196	260	53	connection	connection	NOUN
aiti-9196	260	54	strengths	strength	NOUN
aiti-9196	260	55	observed	observe	VERB
aiti-9196	260	56	are	be	AUX
aiti-9196	260	57	232.25	232.25	NUM
aiti-9196	260	58	kn	kn	PROPN
aiti-9196	260	59	,	,	PUNCT
aiti-9196	260	60	250.17	250.17	NUM
aiti-9196	260	61	kn	kn	NOUN
aiti-9196	260	62	,	,	PUNCT
aiti-9196	260	63	and	and	CCONJ
aiti-9196	260	64	253.57	253.57	NUM
aiti-9196	260	65	kn	kn	PROPN
aiti-9196	260	66	,	,	PUNCT
aiti-9196	260	67	respectively	respectively	ADV
aiti-9196	260	68	.	.	PUNCT
aiti-9196	261	1	the	the	DET
aiti-9196	261	2	values	value	NOUN
aiti-9196	261	3	of	of	ADP
aiti-9196	261	4	the	the	DET
aiti-9196	261	5	ultimate	ultimate	ADJ
aiti-9196	261	6	slip	slip	NOUN
aiti-9196	261	7	are	be	AUX
aiti-9196	261	8	observed	observe	VERB
aiti-9196	261	9	as	as	ADP
aiti-9196	261	10	12.16	12.16	NUM
aiti-9196	261	11	mm	mm	NOUN
aiti-9196	261	12	,	,	PUNCT
aiti-9196	261	13	9.55	9.55	NUM
aiti-9196	261	14	mm	mm	NOUN
aiti-9196	261	15	,	,	PUNCT
aiti-9196	261	16	and	and	CCONJ
aiti-9196	261	17	19.06	19.06	NUM
aiti-9196	261	18	mm	mm	NOUN
aiti-9196	261	19	respectively	respectively	ADV
aiti-9196	261	20	as	as	SCONJ
aiti-9196	261	21	shown	show	VERB
aiti-9196	261	22	in	in	ADP
aiti-9196	261	23	fig	fig	NOUN
aiti-9196	261	24	.	.	PUNCT
aiti-9196	262	1	15	15	NUM
aiti-9196	262	2	.	.	PUNCT
aiti-9196	263	1	therefore	therefore	ADV
aiti-9196	263	2	,	,	PUNCT
aiti-9196	263	3	with	with	ADP
aiti-9196	263	4	the	the	DET
aiti-9196	263	5	increase	increase	NOUN
aiti-9196	263	6	in	in	ADP
aiti-9196	263	7	thickness	thickness	NOUN
aiti-9196	263	8	of	of	ADP
aiti-9196	263	9	the	the	DET
aiti-9196	263	10	pennon	pennon	NOUN
aiti-9196	263	11	plate	plate	NOUN
aiti-9196	263	12	,	,	PUNCT
aiti-9196	263	13	the	the	DET
aiti-9196	263	14	ultimate	ultimate	ADJ
aiti-9196	263	15	shear	shear	NOUN
aiti-9196	263	16	strength	strength	NOUN
aiti-9196	263	17	of	of	ADP
aiti-9196	263	18	the	the	DET
aiti-9196	263	19	stud	stud	NOUN
aiti-9196	263	20	increased	increase	VERB
aiti-9196	263	21	by	by	ADP
aiti-9196	263	22	7.71	7.71	NUM
aiti-9196	263	23	%	%	NOUN
aiti-9196	263	24	for	for	ADP
aiti-9196	263	25	3	3	NUM
aiti-9196	263	26	t	t	NOUN
aiti-9196	263	27	,	,	PUNCT
aiti-9196	263	28	and	and	CCONJ
aiti-9196	263	29	9.17	9.17	NUM
aiti-9196	263	30	%	%	NOUN
aiti-9196	263	31	for	for	ADP
aiti-9196	263	32	4	4	NUM
aiti-9196	263	33	t	t	NOUN
aiti-9196	263	34	,	,	PUNCT
aiti-9196	263	35	in	in	ADP
aiti-9196	263	36	comparison	comparison	NOUN
aiti-9196	263	37	with	with	ADP
aiti-9196	263	38	2	2	NUM
aiti-9196	263	39	t	t	NOUN
aiti-9196	263	40	plate	plate	NOUN
aiti-9196	263	41	thickness	thickness	PROPN
aiti-9196	263	42	pph	pph	PROPN
aiti-9196	263	43	stud	stud	PROPN
aiti-9196	263	44	.	.	PUNCT
aiti-9196	264	1	and	and	CCONJ
aiti-9196	264	2	,	,	PUNCT
aiti-9196	264	3	the	the	DET
aiti-9196	264	4	ultimate	ultimate	ADJ
aiti-9196	264	5	connection	connection	NOUN
aiti-9196	264	6	slip	slip	NOUN
aiti-9196	264	7	is	be	AUX
aiti-9196	264	8	decreased	decrease	VERB
aiti-9196	264	9	by	by	ADP
aiti-9196	264	10	21.46	21.46	NUM
aiti-9196	264	11	%	%	NOUN
aiti-9196	264	12	for	for	ADP
aiti-9196	264	13	3	3	NUM
aiti-9196	264	14	t	t	NOUN
aiti-9196	264	15	and	and	CCONJ
aiti-9196	264	16	increased	increase	VERB
aiti-9196	264	17	by	by	ADP
aiti-9196	264	18	56.74	56.74	NUM
aiti-9196	264	19	%	%	NOUN
aiti-9196	264	20	for	for	ADP
aiti-9196	264	21	4	4	NUM
aiti-9196	264	22	t	t	NOUN
aiti-9196	264	23	,	,	PUNCT
aiti-9196	264	24	in	in	ADP
aiti-9196	264	25	comparison	comparison	NOUN
aiti-9196	264	26	with	with	ADP
aiti-9196	264	27	2	2	NUM
aiti-9196	264	28	t	t	NOUN
aiti-9196	264	29	plate	plate	NOUN
aiti-9196	264	30	thickness	thickness	PROPN
aiti-9196	264	31	pph	pph	PROPN
aiti-9196	264	32	stud	stud	PROPN
aiti-9196	264	33	.	.	PUNCT
aiti-9196	265	1	when	when	SCONJ
aiti-9196	265	2	a	a	DET
aiti-9196	265	3	19	19	NUM
aiti-9196	265	4	mm	mm	NOUN
aiti-9196	265	5	diameter	diameter	NOUN
aiti-9196	265	6	stud	stud	NOUN
aiti-9196	265	7	with	with	ADP
aiti-9196	265	8	c50	c50	NOUN
aiti-9196	265	9	concrete	concrete	ADJ
aiti-9196	265	10	grade	grade	NOUN
aiti-9196	265	11	and	and	CCONJ
aiti-9196	265	12	2/3rd	2/3rd	NUM
aiti-9196	265	13	height	height	NOUN
aiti-9196	265	14	of	of	ADP
aiti-9196	265	15	plate	plate	NOUN
aiti-9196	265	16	is	be	AUX
aiti-9196	265	17	considered	consider	VERB
aiti-9196	265	18	a	a	DET
aiti-9196	265	19	constant	constant	ADJ
aiti-9196	265	20	parameter	parameter	NOUN
aiti-9196	265	21	,	,	PUNCT
aiti-9196	265	22	the	the	DET
aiti-9196	265	23	shear	shear	NOUN
aiti-9196	265	24	connection	connection	NOUN
aiti-9196	265	25	strength	strength	NOUN
aiti-9196	265	26	of	of	ADP
aiti-9196	265	27	2	2	NUM
aiti-9196	265	28	t	t	NOUN
aiti-9196	265	29	plate	plate	NOUN
aiti-9196	265	30	thickness	thickness	PROPN
aiti-9196	265	31	pph	pph	PROPN
aiti-9196	265	32	stud	stud	NOUN
aiti-9196	265	33	is	be	AUX
aiti-9196	265	34	observed	observe	VERB
aiti-9196	265	35	as	as	ADP
aiti-9196	265	36	250.09	250.09	NUM
aiti-9196	265	37	kn	kn	NOUN
aiti-9196	265	38	,	,	PUNCT
aiti-9196	265	39	and	and	CCONJ
aiti-9196	265	40	the	the	DET
aiti-9196	265	41	value	value	NOUN
aiti-9196	265	42	of	of	ADP
aiti-9196	265	43	ultimate	ultimate	ADJ
aiti-9196	265	44	slip	slip	NOUN
aiti-9196	265	45	is	be	AUX
aiti-9196	265	46	observed	observe	VERB
aiti-9196	265	47	as	as	ADP
aiti-9196	265	48	10.48	10.48	NUM
aiti-9196	265	49	mm	mm	NOUN
aiti-9196	265	50	.	.	PUNCT
aiti-9196	266	1	here	here	ADV
aiti-9196	266	2	,	,	PUNCT
aiti-9196	266	3	with	with	ADP
aiti-9196	266	4	the	the	DET
aiti-9196	266	5	increase	increase	NOUN
aiti-9196	266	6	in	in	ADP
aiti-9196	266	7	the	the	DET
aiti-9196	266	8	pennon	pennon	NOUN
aiti-9196	266	9	plate	plate	NOUN
aiti-9196	266	10	thickness	thickness	NOUN
aiti-9196	266	11	of	of	ADP
aiti-9196	266	12	the	the	DET
aiti-9196	266	13	pph	pph	PROPN
aiti-9196	266	14	stud	stud	NOUN
aiti-9196	266	15	,	,	PUNCT
aiti-9196	266	16	the	the	DET
aiti-9196	266	17	ultimate	ultimate	ADJ
aiti-9196	266	18	shear	shear	NOUN
aiti-9196	266	19	resistance	resistance	NOUN
aiti-9196	266	20	of	of	ADP
aiti-9196	266	21	the	the	DET
aiti-9196	266	22	stud	stud	NOUN
aiti-9196	266	23	is	be	AUX
aiti-9196	266	24	increased	increase	VERB
aiti-9196	266	25	by	by	ADP
aiti-9196	266	26	1.86	1.86	NUM
aiti-9196	266	27	%	%	NOUN
aiti-9196	266	28	for	for	ADP
aiti-9196	266	29	3	3	NUM
aiti-9196	266	30	t	t	NOUN
aiti-9196	266	31	stud	stud	NOUN
aiti-9196	266	32	and	and	CCONJ
aiti-9196	266	33	3.75	3.75	NUM
aiti-9196	266	34	%	%	NOUN
aiti-9196	266	35	for	for	ADP
aiti-9196	266	36	4	4	NUM
aiti-9196	266	37	t	t	NOUN
aiti-9196	266	38	stud	stud	NOUN
aiti-9196	266	39	,	,	PUNCT
aiti-9196	266	40	2	2	NUM
aiti-9196	266	41	t	t	NOUN
aiti-9196	266	42	plate	plate	NOUN
aiti-9196	266	43	thickness	thickness	PROPN
aiti-9196	266	44	pph	pph	PROPN
aiti-9196	266	45	stud	stud	PROPN
aiti-9196	266	46	.	.	PUNCT
aiti-9196	267	1	however	however	ADV
aiti-9196	267	2	,	,	PUNCT
aiti-9196	267	3	the	the	DET
aiti-9196	267	4	ultimate	ultimate	ADJ
aiti-9196	267	5	connection	connection	NOUN
aiti-9196	267	6	slip	slip	NOUN
aiti-9196	267	7	is	be	AUX
aiti-9196	267	8	increased	increase	VERB
aiti-9196	267	9	by	by	ADP
aiti-9196	267	10	92.17	92.17	NUM
aiti-9196	267	11	%	%	NOUN
aiti-9196	267	12	for	for	ADP
aiti-9196	267	13	3	3	NUM
aiti-9196	267	14	t	t	NOUN
aiti-9196	267	15	and	and	CCONJ
aiti-9196	267	16	35.68	35.68	NUM
aiti-9196	267	17	%	%	NOUN
aiti-9196	267	18	for	for	ADP
aiti-9196	267	19	4	4	NUM
aiti-9196	267	20	t	t	NOUN
aiti-9196	267	21	stud	stud	NOUN
aiti-9196	267	22	,	,	PUNCT
aiti-9196	267	23	in	in	ADP
aiti-9196	267	24	comparison	comparison	NOUN
aiti-9196	267	25	with	with	ADP
aiti-9196	267	26	2	2	NUM
aiti-9196	267	27	t	t	NOUN
aiti-9196	267	28	plate	plate	NOUN
aiti-9196	267	29	thickness	thickness	PROPN
aiti-9196	267	30	pph	pph	PROPN
aiti-9196	267	31	stud	stud	PROPN
aiti-9196	267	32	.	.	PUNCT
aiti-9196	268	1	when	when	SCONJ
aiti-9196	268	2	a	a	DET
aiti-9196	268	3	22	22	NUM
aiti-9196	268	4	mm	mm	NOUN
aiti-9196	268	5	diameter	diameter	NOUN
aiti-9196	268	6	stud	stud	NOUN
aiti-9196	268	7	with	with	ADP
aiti-9196	268	8	c50	c50	NOUN
aiti-9196	268	9	concrete	concrete	ADJ
aiti-9196	268	10	grade	grade	NOUN
aiti-9196	268	11	and	and	CCONJ
aiti-9196	268	12	2/3rd	2/3rd	NUM
aiti-9196	268	13	height	height	NOUN
aiti-9196	268	14	of	of	ADP
aiti-9196	268	15	plate	plate	NOUN
aiti-9196	268	16	is	be	AUX
aiti-9196	268	17	considered	consider	VERB
aiti-9196	268	18	as	as	ADP
aiti-9196	268	19	a	a	DET
aiti-9196	268	20	constant	constant	ADJ
aiti-9196	268	21	parameter	parameter	NOUN
aiti-9196	268	22	,	,	PUNCT
aiti-9196	268	23	the	the	DET
aiti-9196	268	24	shear	shear	NOUN
aiti-9196	268	25	connection	connection	NOUN
aiti-9196	268	26	strength	strength	NOUN
aiti-9196	268	27	of	of	ADP
aiti-9196	268	28	2	2	NUM
aiti-9196	268	29	t	t	NOUN
aiti-9196	268	30	plate	plate	NOUN
aiti-9196	268	31	thickness	thickness	PROPN
aiti-9196	268	32	pph	pph	PROPN
aiti-9196	268	33	stud	stud	PROPN
aiti-9196	268	34	observed	observe	VERB
aiti-9196	268	35	is	be	AUX
aiti-9196	268	36	265.26	265.26	NUM
aiti-9196	268	37	kn	kn	NOUN
aiti-9196	268	38	,	,	PUNCT
aiti-9196	268	39	and	and	CCONJ
aiti-9196	268	40	the	the	DET
aiti-9196	268	41	value	value	NOUN
aiti-9196	268	42	of	of	ADP
aiti-9196	268	43	ultimate	ultimate	ADJ
aiti-9196	268	44	slip	slip	NOUN
aiti-9196	268	45	is	be	AUX
aiti-9196	268	46	observed	observe	VERB
aiti-9196	268	47	as	as	ADP
aiti-9196	268	48	18.58	18.58	NUM
aiti-9196	268	49	mm	mm	NOUN
aiti-9196	268	50	.	.	PUNCT
aiti-9196	269	1	here	here	ADV
aiti-9196	269	2	,	,	PUNCT
aiti-9196	269	3	with	with	ADP
aiti-9196	269	4	the	the	DET
aiti-9196	269	5	increase	increase	NOUN
aiti-9196	269	6	in	in	ADP
aiti-9196	269	7	the	the	DET
aiti-9196	269	8	pennon	pennon	NOUN
aiti-9196	269	9	plate	plate	NOUN
aiti-9196	269	10	thickness	thickness	NOUN
aiti-9196	269	11	of	of	ADP
aiti-9196	269	12	the	the	DET
aiti-9196	269	13	pph	pph	PROPN
aiti-9196	269	14	stud	stud	NOUN
aiti-9196	269	15	,	,	PUNCT
aiti-9196	269	16	the	the	DET
aiti-9196	269	17	ultimate	ultimate	ADJ
aiti-9196	269	18	shear	shear	NOUN
aiti-9196	269	19	resistance	resistance	NOUN
aiti-9196	269	20	of	of	ADP
aiti-9196	269	21	the	the	DET
aiti-9196	269	22	stud	stud	NOUN
aiti-9196	269	23	is	be	AUX
aiti-9196	269	24	increased	increase	VERB
aiti-9196	269	25	by	by	ADP
aiti-9196	269	26	1.13	1.13	NUM
aiti-9196	269	27	%	%	NOUN
aiti-9196	269	28	for	for	ADP
aiti-9196	269	29	3	3	NUM
aiti-9196	269	30	t	t	NOUN
aiti-9196	269	31	stud	stud	NOUN
aiti-9196	269	32	and	and	CCONJ
aiti-9196	269	33	1.28	1.28	NUM
aiti-9196	269	34	%	%	NOUN
aiti-9196	269	35	for	for	ADP
aiti-9196	269	36	4	4	NUM
aiti-9196	269	37	t	t	NOUN
aiti-9196	269	38	stud	stud	NOUN
aiti-9196	269	39	,	,	PUNCT
aiti-9196	269	40	in	in	ADP
aiti-9196	269	41	comparison	comparison	NOUN
aiti-9196	269	42	with	with	ADP
aiti-9196	269	43	2	2	NUM
aiti-9196	269	44	t	t	NOUN
aiti-9196	269	45	plate	plate	NOUN
aiti-9196	269	46	thickness	thickness	PROPN
aiti-9196	269	47	pph	pph	PROPN
aiti-9196	269	48	stud	stud	PROPN
aiti-9196	269	49	.	.	PUNCT
aiti-9196	270	1	whereas	whereas	ADV
aiti-9196	270	2	,	,	PUNCT
aiti-9196	270	3	the	the	DET
aiti-9196	270	4	ultimate	ultimate	ADJ
aiti-9196	270	5	connection	connection	NOUN
aiti-9196	270	6	slip	slip	NOUN
aiti-9196	270	7	is	be	AUX
aiti-9196	270	8	decreased	decrease	VERB
aiti-9196	270	9	by	by	ADP
aiti-9196	270	10	37.94	37.94	NUM
aiti-9196	270	11	%	%	NOUN
aiti-9196	270	12	for	for	ADP
aiti-9196	270	13	3	3	NUM
aiti-9196	270	14	t	t	NOUN
aiti-9196	270	15	and	and	CCONJ
aiti-9196	270	16	54.46	54.46	NUM
aiti-9196	270	17	%	%	NOUN
aiti-9196	270	18	for	for	ADP
aiti-9196	270	19	4	4	NUM
aiti-9196	270	20	t	t	NOUN
aiti-9196	270	21	stud	stud	NOUN
aiti-9196	270	22	,	,	PUNCT
aiti-9196	270	23	in	in	ADP
aiti-9196	270	24	comparison	comparison	NOUN
aiti-9196	270	25	with	with	ADP
aiti-9196	270	26	2	2	NUM
aiti-9196	270	27	t	t	NOUN
aiti-9196	270	28	plate	plate	NOUN
aiti-9196	270	29	thickness	thickness	PROPN
aiti-9196	270	30	pph	pph	PROPN
aiti-9196	270	31	stud	stud	PROPN
aiti-9196	270	32	.	.	PUNCT
aiti-9196	271	1	from	from	ADP
aiti-9196	271	2	the	the	DET
aiti-9196	271	3	above	above	ADJ
aiti-9196	271	4	observations	observation	NOUN
aiti-9196	271	5	,	,	PUNCT
aiti-9196	271	6	it	it	PRON
aiti-9196	271	7	can	can	AUX
aiti-9196	271	8	be	be	AUX
aiti-9196	271	9	concluded	conclude	VERB
aiti-9196	271	10	that	that	SCONJ
aiti-9196	271	11	the	the	DET
aiti-9196	271	12	shear	shear	NOUN
aiti-9196	271	13	resistance	resistance	NOUN
aiti-9196	271	14	of	of	ADP
aiti-9196	271	15	connection	connection	NOUN
aiti-9196	271	16	is	be	AUX
aiti-9196	271	17	not	not	PART
aiti-9196	271	18	much	much	ADV
aiti-9196	271	19	affected	affect	VERB
aiti-9196	271	20	by	by	ADP
aiti-9196	271	21	the	the	DET
aiti-9196	271	22	increase	increase	NOUN
aiti-9196	271	23	of	of	ADP
aiti-9196	271	24	plate	plate	NOUN
aiti-9196	271	25	thickness	thickness	NOUN
aiti-9196	271	26	in	in	ADP
aiti-9196	271	27	pph	pph	PROPN
aiti-9196	271	28	studs	stud	NOUN
aiti-9196	271	29	.	.	PUNCT
aiti-9196	272	1	whereas	whereas	SCONJ
aiti-9196	272	2	the	the	DET
aiti-9196	272	3	maximum	maximum	ADJ
aiti-9196	272	4	slip	slip	NOUN
aiti-9196	272	5	at	at	ADP
aiti-9196	272	6	failure	failure	NOUN
aiti-9196	272	7	is	be	AUX
aiti-9196	272	8	influential	influential	ADJ
aiti-9196	272	9	due	due	ADJ
aiti-9196	272	10	to	to	ADP
aiti-9196	272	11	changes	change	NOUN
aiti-9196	272	12	in	in	ADP
aiti-9196	272	13	thickness	thickness	NOUN
aiti-9196	272	14	;	;	PUNCT
aiti-9196	272	15	thus	thus	ADV
aiti-9196	272	16	,	,	PUNCT
aiti-9196	272	17	an	an	DET
aiti-9196	272	18	interaction	interaction	NOUN
aiti-9196	272	19	study	study	NOUN
aiti-9196	272	20	has	have	AUX
aiti-9196	272	21	been	be	AUX
aiti-9196	272	22	required	require	VERB
aiti-9196	272	23	to	to	PART
aiti-9196	272	24	find	find	VERB
aiti-9196	272	25	the	the	DET
aiti-9196	272	26	interaction	interaction	NOUN
aiti-9196	272	27	effect	effect	NOUN
aiti-9196	272	28	of	of	ADP
aiti-9196	272	29	plate	plate	NOUN
aiti-9196	272	30	thickness	thickness	NOUN
aiti-9196	272	31	with	with	ADP
aiti-9196	272	32	other	other	ADJ
aiti-9196	272	33	main	main	ADJ
aiti-9196	272	34	factors	factor	NOUN
aiti-9196	272	35	.	.	PUNCT
aiti-9196	273	1	(	(	PUNCT
aiti-9196	273	2	a	a	X
aiti-9196	273	3	)	)	PUNCT
aiti-9196	273	4	shear	shear	NOUN
aiti-9196	273	5	resistance	resistance	NOUN
aiti-9196	273	6	(	(	PUNCT
aiti-9196	273	7	b	b	NOUN
aiti-9196	273	8	)	)	PUNCT
aiti-9196	273	9	ultimate	ultimate	ADJ
aiti-9196	273	10	slip	slip	NOUN
aiti-9196	273	11	fig	fig	NOUN
aiti-9196	273	12	.	.	PUNCT
aiti-9196	273	13	15	15	NUM
aiti-9196	273	14	the	the	DET
aiti-9196	273	15	effect	effect	NOUN
aiti-9196	273	16	of	of	ADP
aiti-9196	273	17	the	the	DET
aiti-9196	273	18	thickness	thickness	NOUN
aiti-9196	273	19	of	of	ADP
aiti-9196	273	20	the	the	DET
aiti-9196	273	21	pph	pph	PROPN
aiti-9196	273	22	plate	plate	NOUN
aiti-9196	273	23	on	on	ADP
aiti-9196	273	24	shear	shear	ADJ
aiti-9196	273	25	resistance	resistance	NOUN
aiti-9196	273	26	and	and	CCONJ
aiti-9196	273	27	ultimate	ultimate	ADJ
aiti-9196	273	28	slip	slip	NOUN
aiti-9196	273	29	performance	performance	NOUN
aiti-9196	273	30	of	of	ADP
aiti-9196	273	31	the	the	DET
aiti-9196	273	32	composite	composite	ADJ
aiti-9196	273	33	connection	connection	NOUN
aiti-9196	273	34	4.4	4.4	NUM
aiti-9196	273	35	.	.	PUNCT
aiti-9196	274	1	considering	consider	VERB
aiti-9196	274	2	the	the	DET
aiti-9196	274	3	effect	effect	NOUN
aiti-9196	274	4	of	of	ADP
aiti-9196	274	5	an	an	DET
aiti-9196	274	6	increase	increase	NOUN
aiti-9196	274	7	in	in	ADP
aiti-9196	274	8	pennon	pennon	NOUN
aiti-9196	274	9	plate	plate	NOUN
aiti-9196	274	10	height	height	NOUN
aiti-9196	274	11	when	when	SCONJ
aiti-9196	274	12	a	a	DET
aiti-9196	274	13	16	16	NUM
aiti-9196	274	14	mm	mm	NOUN
aiti-9196	274	15	diameter	diameter	NOUN
aiti-9196	274	16	stud	stud	NOUN
aiti-9196	274	17	with	with	ADP
aiti-9196	274	18	c40	c40	NOUN
aiti-9196	274	19	concrete	concrete	ADJ
aiti-9196	274	20	grade	grade	NOUN
aiti-9196	274	21	and	and	CCONJ
aiti-9196	274	22	3	3	NUM
aiti-9196	274	23	mm	mm	NOUN
aiti-9196	274	24	plate	plate	NOUN
aiti-9196	274	25	thickness	thickness	NOUN
aiti-9196	274	26	is	be	AUX
aiti-9196	274	27	considered	consider	VERB
aiti-9196	274	28	as	as	ADP
aiti-9196	274	29	a	a	DET
aiti-9196	274	30	constant	constant	ADJ
aiti-9196	274	31	parameter	parameter	NOUN
aiti-9196	274	32	,	,	PUNCT
aiti-9196	274	33	with	with	ADP
aiti-9196	274	34	the	the	DET
aiti-9196	274	35	increase	increase	NOUN
aiti-9196	274	36	of	of	ADP
aiti-9196	274	37	the	the	DET
aiti-9196	274	38	pennon	pennon	NOUN
aiti-9196	274	39	plate	plate	NOUN
aiti-9196	274	40	height	height	NOUN
aiti-9196	274	41	from	from	ADP
aiti-9196	274	42	1/3rd	1/3rd	NUM
aiti-9196	274	43	of	of	ADP
aiti-9196	274	44	total	total	ADJ
aiti-9196	274	45	height	height	NOUN
aiti-9196	274	46	to	to	ADP
aiti-9196	274	47	2/3rd	2/3rd	PROPN
aiti-9196	274	48	of	of	ADP
aiti-9196	274	49	total	total	ADJ
aiti-9196	274	50	height	height	NOUN
aiti-9196	274	51	,	,	PUNCT
aiti-9196	274	52	the	the	DET
aiti-9196	274	53	shear	shear	NOUN
aiti-9196	274	54	connection	connection	NOUN
aiti-9196	274	55	strengths	strength	NOUN
aiti-9196	274	56	observed	observe	VERB
aiti-9196	274	57	are	be	AUX
aiti-9196	274	58	219.25	219.25	NUM
aiti-9196	274	59	kn	kn	NOUN
aiti-9196	274	60	and	and	CCONJ
aiti-9196	274	61	224.84	224.84	NUM
aiti-9196	274	62	kn	kn	NOUN
aiti-9196	274	63	respectively	respectively	ADV
aiti-9196	274	64	,	,	PUNCT
aiti-9196	274	65	and	and	CCONJ
aiti-9196	274	66	the	the	DET
aiti-9196	274	67	values	value	NOUN
aiti-9196	274	68	of	of	ADP
aiti-9196	274	69	ultimate	ultimate	ADJ
aiti-9196	274	70	slip	slip	NOUN
aiti-9196	274	71	are	be	AUX
aiti-9196	274	72	observed	observe	VERB
aiti-9196	274	73	as	as	ADP
aiti-9196	274	74	13.92	13.92	NUM
aiti-9196	274	75	mm	mm	NOUN
aiti-9196	274	76	and	and	CCONJ
aiti-9196	274	77	10.72	10.72	NUM
aiti-9196	274	78	mm	mm	NOUN
aiti-9196	274	79	respectively	respectively	ADV
aiti-9196	274	80	.	.	PUNCT
aiti-9196	275	1	hence	hence	ADV
aiti-9196	275	2	,	,	PUNCT
aiti-9196	275	3	with	with	ADP
aiti-9196	275	4	the	the	DET
aiti-9196	275	5	increase	increase	NOUN
aiti-9196	275	6	in	in	ADP
aiti-9196	275	7	the	the	DET
aiti-9196	275	8	height	height	NOUN
aiti-9196	275	9	of	of	ADP
aiti-9196	275	10	the	the	DET
aiti-9196	275	11	pennon	pennon	NOUN
aiti-9196	275	12	plate	plate	NOUN
aiti-9196	275	13	,	,	PUNCT
aiti-9196	275	14	the	the	DET
aiti-9196	275	15	ultimate	ultimate	ADJ
aiti-9196	275	16	shear	shear	NOUN
aiti-9196	275	17	resistance	resistance	NOUN
aiti-9196	275	18	of	of	ADP
aiti-9196	275	19	the	the	DET
aiti-9196	275	20	stud	stud	NOUN
aiti-9196	275	21	is	be	AUX
aiti-9196	275	22	increased	increase	VERB
aiti-9196	275	23	by	by	ADP
aiti-9196	275	24	1.02	1.02	NUM
aiti-9196	275	25	%	%	NOUN
aiti-9196	275	26	for	for	ADP
aiti-9196	275	27	0.67	0.67	NUM
aiti-9196	275	28	h	h	NOUN
aiti-9196	275	29	,	,	PUNCT
aiti-9196	275	30	for	for	ADP
aiti-9196	275	31	0.33	0.33	NUM
aiti-9196	275	32	h	h	NOUN
aiti-9196	275	33	plate	plate	NOUN
aiti-9196	275	34	height	height	PROPN
aiti-9196	275	35	pph	pph	PROPN
aiti-9196	275	36	stud	stud	NOUN
aiti-9196	275	37	as	as	SCONJ
aiti-9196	275	38	shown	show	VERB
aiti-9196	275	39	in	in	ADP
aiti-9196	275	40	fig	fig	NOUN
aiti-9196	275	41	.	.	PUNCT
aiti-9196	276	1	16	16	NUM
aiti-9196	276	2	.	.	PUNCT
aiti-9196	277	1	and	and	CCONJ
aiti-9196	277	2	,	,	PUNCT
aiti-9196	277	3	the	the	DET
aiti-9196	277	4	ultimate	ultimate	ADJ
aiti-9196	277	5	connection	connection	NOUN
aiti-9196	277	6	slip	slip	NOUN
aiti-9196	277	7	is	be	AUX
aiti-9196	277	8	decreased	decrease	VERB
aiti-9196	277	9	by	by	ADP
aiti-9196	277	10	29.85	29.85	NUM
aiti-9196	277	11	%	%	NOUN
aiti-9196	277	12	for	for	ADP
aiti-9196	277	13	0.67	0.67	NUM
aiti-9196	277	14	h.	h.	PROPN
aiti-9196	277	15	advances	advance	NOUN
aiti-9196	277	16	in	in	ADP
aiti-9196	277	17	technology	technology	NOUN
aiti-9196	277	18	innovation	innovation	NOUN
aiti-9196	277	19	,	,	PUNCT
aiti-9196	277	20	vol	vol	NOUN
aiti-9196	277	21	.	.	PROPN
aiti-9196	277	22	8	8	NUM
aiti-9196	277	23	,	,	PUNCT
aiti-9196	277	24	no	no	INTJ
aiti-9196	277	25	.	.	NOUN
aiti-9196	277	26	3	3	NUM
aiti-9196	277	27	,	,	PUNCT
aiti-9196	277	28	2023	2023	NUM
aiti-9196	277	29	,	,	PUNCT
aiti-9196	277	30	pp	pp	ADJ
aiti-9196	277	31	.	.	PUNCT
aiti-9196	278	1	177	177	NUM
aiti-9196	278	2	-	-	SYM
aiti-9196	278	3	191	191	NUM
aiti-9196	278	4	188	188	NUM
aiti-9196	278	5	when	when	SCONJ
aiti-9196	278	6	a	a	DET
aiti-9196	278	7	19	19	NUM
aiti-9196	278	8	mm	mm	NOUN
aiti-9196	278	9	diameter	diameter	NOUN
aiti-9196	278	10	stud	stud	NOUN
aiti-9196	278	11	with	with	ADP
aiti-9196	278	12	c40	c40	NOUN
aiti-9196	278	13	concrete	concrete	ADJ
aiti-9196	278	14	grade	grade	NOUN
aiti-9196	278	15	and	and	CCONJ
aiti-9196	278	16	3	3	NUM
aiti-9196	278	17	mm	mm	NOUN
aiti-9196	278	18	plate	plate	NOUN
aiti-9196	278	19	thickness	thickness	NOUN
aiti-9196	278	20	is	be	AUX
aiti-9196	278	21	considered	consider	VERB
aiti-9196	278	22	as	as	ADP
aiti-9196	278	23	a	a	DET
aiti-9196	278	24	constant	constant	ADJ
aiti-9196	278	25	parameter	parameter	NOUN
aiti-9196	278	26	,	,	PUNCT
aiti-9196	278	27	with	with	ADP
aiti-9196	278	28	the	the	DET
aiti-9196	278	29	increase	increase	NOUN
aiti-9196	278	30	of	of	ADP
aiti-9196	278	31	the	the	DET
aiti-9196	278	32	pennon	pennon	NOUN
aiti-9196	278	33	plate	plate	NOUN
aiti-9196	278	34	height	height	NOUN
aiti-9196	278	35	from	from	ADP
aiti-9196	278	36	1/3rd	1/3rd	NUM
aiti-9196	278	37	of	of	ADP
aiti-9196	278	38	total	total	ADJ
aiti-9196	278	39	height	height	NOUN
aiti-9196	278	40	to	to	ADP
aiti-9196	278	41	2/3rd	2/3rd	PROPN
aiti-9196	278	42	of	of	ADP
aiti-9196	278	43	total	total	ADJ
aiti-9196	278	44	height	height	NOUN
aiti-9196	278	45	,	,	PUNCT
aiti-9196	278	46	the	the	DET
aiti-9196	278	47	shear	shear	NOUN
aiti-9196	278	48	connection	connection	NOUN
aiti-9196	278	49	strengths	strength	NOUN
aiti-9196	278	50	are	be	AUX
aiti-9196	278	51	observed	observe	VERB
aiti-9196	278	52	as	as	ADP
aiti-9196	278	53	237.11	237.11	NUM
aiti-9196	278	54	kn	kn	NOUN
aiti-9196	278	55	and	and	CCONJ
aiti-9196	278	56	236.85	236.85	NUM
aiti-9196	278	57	kn	kn	NOUN
aiti-9196	278	58	respectively	respectively	ADV
aiti-9196	278	59	,	,	PUNCT
aiti-9196	278	60	and	and	CCONJ
aiti-9196	278	61	the	the	DET
aiti-9196	278	62	values	value	NOUN
aiti-9196	278	63	of	of	ADP
aiti-9196	278	64	ultimate	ultimate	ADJ
aiti-9196	278	65	slip	slip	NOUN
aiti-9196	278	66	are	be	AUX
aiti-9196	278	67	observed	observe	VERB
aiti-9196	278	68	as	as	ADP
aiti-9196	278	69	16.44	16.44	NUM
aiti-9196	278	70	mm	mm	NOUN
aiti-9196	278	71	,	,	PUNCT
aiti-9196	278	72	and	and	CCONJ
aiti-9196	278	73	20.37	20.37	NUM
aiti-9196	278	74	mm	mm	NOUN
aiti-9196	278	75	respectively	respectively	ADV
aiti-9196	278	76	.	.	PUNCT
aiti-9196	279	1	thus	thus	ADV
aiti-9196	279	2	,	,	PUNCT
aiti-9196	279	3	with	with	ADP
aiti-9196	279	4	the	the	DET
aiti-9196	279	5	increase	increase	NOUN
aiti-9196	279	6	in	in	ADP
aiti-9196	279	7	height	height	NOUN
aiti-9196	279	8	of	of	ADP
aiti-9196	279	9	the	the	DET
aiti-9196	279	10	pennon	pennon	NOUN
aiti-9196	279	11	plate	plate	NOUN
aiti-9196	279	12	,	,	PUNCT
aiti-9196	279	13	the	the	DET
aiti-9196	279	14	ultimate	ultimate	ADJ
aiti-9196	279	15	shear	shear	NOUN
aiti-9196	279	16	resistance	resistance	NOUN
aiti-9196	279	17	of	of	ADP
aiti-9196	279	18	the	the	DET
aiti-9196	279	19	stud	stud	NOUN
aiti-9196	279	20	is	be	AUX
aiti-9196	279	21	almost	almost	ADV
aiti-9196	279	22	the	the	DET
aiti-9196	279	23	same	same	ADJ
aiti-9196	279	24	for	for	ADP
aiti-9196	279	25	0.67	0.67	NUM
aiti-9196	279	26	h.	h.	PROPN
aiti-9196	279	27	whereas	whereas	SCONJ
aiti-9196	279	28	the	the	DET
aiti-9196	279	29	ultimate	ultimate	ADJ
aiti-9196	279	30	connection	connection	NOUN
aiti-9196	279	31	slip	slip	NOUN
aiti-9196	279	32	is	be	AUX
aiti-9196	279	33	decreased	decrease	VERB
aiti-9196	279	34	by	by	ADP
aiti-9196	279	35	23.90	23.90	NUM
aiti-9196	279	36	%	%	NOUN
aiti-9196	279	37	for	for	ADP
aiti-9196	279	38	0.67	0.67	NUM
aiti-9196	279	39	h.	h.	NOUN
aiti-9196	279	40	when	when	SCONJ
aiti-9196	279	41	a	a	DET
aiti-9196	279	42	22	22	NUM
aiti-9196	279	43	mm	mm	NOUN
aiti-9196	279	44	diameter	diameter	NOUN
aiti-9196	279	45	stud	stud	NOUN
aiti-9196	279	46	with	with	ADP
aiti-9196	279	47	c40	c40	NOUN
aiti-9196	279	48	concrete	concrete	ADJ
aiti-9196	279	49	grade	grade	NOUN
aiti-9196	279	50	and	and	CCONJ
aiti-9196	279	51	3	3	NUM
aiti-9196	279	52	mm	mm	NOUN
aiti-9196	279	53	plate	plate	NOUN
aiti-9196	279	54	thickness	thickness	NOUN
aiti-9196	279	55	is	be	AUX
aiti-9196	279	56	considered	consider	VERB
aiti-9196	279	57	as	as	ADP
aiti-9196	279	58	a	a	DET
aiti-9196	279	59	constant	constant	ADJ
aiti-9196	279	60	parameter	parameter	NOUN
aiti-9196	279	61	,	,	PUNCT
aiti-9196	279	62	with	with	ADP
aiti-9196	279	63	the	the	DET
aiti-9196	279	64	increase	increase	NOUN
aiti-9196	279	65	of	of	ADP
aiti-9196	279	66	pennon	pennon	NOUN
aiti-9196	279	67	plate	plate	NOUN
aiti-9196	279	68	height	height	NOUN
aiti-9196	279	69	from	from	ADP
aiti-9196	279	70	1/3rd	1/3rd	NUM
aiti-9196	279	71	of	of	ADP
aiti-9196	279	72	total	total	ADJ
aiti-9196	279	73	height	height	NOUN
aiti-9196	279	74	to	to	ADP
aiti-9196	279	75	2/3rd	2/3rd	PROPN
aiti-9196	279	76	of	of	ADP
aiti-9196	279	77	total	total	ADJ
aiti-9196	279	78	height	height	NOUN
aiti-9196	279	79	,	,	PUNCT
aiti-9196	279	80	the	the	DET
aiti-9196	279	81	shear	shear	NOUN
aiti-9196	279	82	connection	connection	NOUN
aiti-9196	279	83	strengths	strength	NOUN
aiti-9196	279	84	observed	observe	VERB
aiti-9196	279	85	are	be	AUX
aiti-9196	279	86	244.05	244.05	NUM
aiti-9196	279	87	kn	kn	NOUN
aiti-9196	279	88	and	and	CCONJ
aiti-9196	279	89	256.22	256.22	NUM
aiti-9196	279	90	kn	kn	PROPN
aiti-9196	279	91	respectively	respectively	ADV
aiti-9196	279	92	,	,	PUNCT
aiti-9196	279	93	and	and	CCONJ
aiti-9196	279	94	the	the	DET
aiti-9196	279	95	values	value	NOUN
aiti-9196	279	96	of	of	ADP
aiti-9196	279	97	ultimate	ultimate	ADJ
aiti-9196	279	98	slip	slip	NOUN
aiti-9196	279	99	are	be	AUX
aiti-9196	279	100	observed	observe	VERB
aiti-9196	279	101	as	as	ADP
aiti-9196	279	102	20.38	20.38	NUM
aiti-9196	279	103	mm	mm	NOUN
aiti-9196	279	104	,	,	PUNCT
aiti-9196	279	105	and	and	CCONJ
aiti-9196	279	106	17.98	17.98	NUM
aiti-9196	279	107	mm	mm	NOUN
aiti-9196	279	108	respectively	respectively	ADV
aiti-9196	279	109	.	.	PUNCT
aiti-9196	280	1	therefore	therefore	ADV
aiti-9196	280	2	,	,	PUNCT
aiti-9196	280	3	with	with	ADP
aiti-9196	280	4	the	the	DET
aiti-9196	280	5	increase	increase	NOUN
aiti-9196	280	6	in	in	ADP
aiti-9196	280	7	the	the	DET
aiti-9196	280	8	height	height	NOUN
aiti-9196	280	9	of	of	ADP
aiti-9196	280	10	the	the	DET
aiti-9196	280	11	pennon	pennon	NOUN
aiti-9196	280	12	plate	plate	NOUN
aiti-9196	280	13	,	,	PUNCT
aiti-9196	280	14	the	the	DET
aiti-9196	280	15	ultimate	ultimate	ADJ
aiti-9196	280	16	shear	shear	NOUN
aiti-9196	280	17	resistance	resistance	NOUN
aiti-9196	280	18	of	of	ADP
aiti-9196	280	19	the	the	DET
aiti-9196	280	20	stud	stud	NOUN
aiti-9196	280	21	is	be	AUX
aiti-9196	280	22	increased	increase	VERB
aiti-9196	280	23	by	by	ADP
aiti-9196	280	24	4.98	4.98	NUM
aiti-9196	280	25	%	%	NOUN
aiti-9196	280	26	for	for	ADP
aiti-9196	280	27	0.67	0.67	NUM
aiti-9196	280	28	h.	h.	PROPN
aiti-9196	280	29	however	however	ADV
aiti-9196	280	30	,	,	PUNCT
aiti-9196	280	31	the	the	DET
aiti-9196	280	32	ultimate	ultimate	ADJ
aiti-9196	280	33	connection	connection	NOUN
aiti-9196	280	34	slip	slip	NOUN
aiti-9196	280	35	is	be	AUX
aiti-9196	280	36	decreased	decrease	VERB
aiti-9196	280	37	by	by	ADP
aiti-9196	280	38	11.77	11.77	NUM
aiti-9196	280	39	%	%	NOUN
aiti-9196	280	40	for	for	ADP
aiti-9196	280	41	0.67	0.67	NUM
aiti-9196	280	42	h.	h.	NOUN
aiti-9196	280	43	from	from	ADP
aiti-9196	280	44	the	the	DET
aiti-9196	280	45	above	above	ADJ
aiti-9196	280	46	observations	observation	NOUN
aiti-9196	280	47	,	,	PUNCT
aiti-9196	280	48	it	it	PRON
aiti-9196	280	49	can	can	AUX
aiti-9196	280	50	be	be	AUX
aiti-9196	280	51	concluded	conclude	VERB
aiti-9196	280	52	that	that	SCONJ
aiti-9196	280	53	the	the	DET
aiti-9196	280	54	increase	increase	NOUN
aiti-9196	280	55	of	of	ADP
aiti-9196	280	56	pennon	pennon	NOUN
aiti-9196	280	57	plate	plate	NOUN
aiti-9196	280	58	height	height	NOUN
aiti-9196	280	59	from	from	ADP
aiti-9196	280	60	0.33	0.33	NUM
aiti-9196	280	61	h	h	NOUN
aiti-9196	280	62	to	to	ADP
aiti-9196	280	63	0.67	0.67	NUM
aiti-9196	280	64	h	h	NOUN
aiti-9196	280	65	for	for	ADP
aiti-9196	280	66	the	the	DET
aiti-9196	280	67	shear	shear	NOUN
aiti-9196	280	68	resistance	resistance	NOUN
aiti-9196	280	69	of	of	ADP
aiti-9196	280	70	the	the	DET
aiti-9196	280	71	connection	connection	NOUN
aiti-9196	280	72	is	be	AUX
aiti-9196	280	73	not	not	PART
aiti-9196	280	74	much	much	ADV
aiti-9196	280	75	effective	effective	ADJ
aiti-9196	280	76	compared	compare	VERB
aiti-9196	280	77	to	to	ADP
aiti-9196	280	78	other	other	ADJ
aiti-9196	280	79	factors	factor	NOUN
aiti-9196	280	80	,	,	PUNCT
aiti-9196	280	81	and	and	CCONJ
aiti-9196	280	82	a	a	DET
aiti-9196	280	83	future	future	ADJ
aiti-9196	280	84	study	study	NOUN
aiti-9196	280	85	is	be	AUX
aiti-9196	280	86	needed	need	VERB
aiti-9196	280	87	on	on	ADP
aiti-9196	280	88	the	the	DET
aiti-9196	280	89	effect	effect	NOUN
aiti-9196	280	90	of	of	ADP
aiti-9196	280	91	the	the	DET
aiti-9196	280	92	height	height	NOUN
aiti-9196	280	93	of	of	ADP
aiti-9196	280	94	pennon	pennon	NOUN
aiti-9196	280	95	plate	plate	NOUN
aiti-9196	280	96	(	(	PUNCT
aiti-9196	280	97	below	below	ADP
aiti-9196	280	98	0.33	0.33	NUM
aiti-9196	280	99	h	h	NOUN
aiti-9196	280	100	)	)	PUNCT
aiti-9196	280	101	on	on	ADP
aiti-9196	280	102	strength	strength	NOUN
aiti-9196	280	103	capacity	capacity	NOUN
aiti-9196	280	104	of	of	ADP
aiti-9196	280	105	pph	pph	PROPN
aiti-9196	280	106	stud	stud	PROPN
aiti-9196	280	107	.	.	PUNCT
aiti-9196	281	1	whereas	whereas	SCONJ
aiti-9196	281	2	the	the	DET
aiti-9196	281	3	maximum	maximum	ADJ
aiti-9196	281	4	slip	slip	NOUN
aiti-9196	281	5	at	at	ADP
aiti-9196	281	6	failure	failure	NOUN
aiti-9196	281	7	is	be	AUX
aiti-9196	281	8	influential	influential	ADJ
aiti-9196	281	9	due	due	ADJ
aiti-9196	281	10	to	to	ADP
aiti-9196	281	11	changes	change	NOUN
aiti-9196	281	12	in	in	ADP
aiti-9196	281	13	thickness	thickness	NOUN
aiti-9196	281	14	;	;	PUNCT
aiti-9196	281	15	thus	thus	ADV
aiti-9196	281	16	,	,	PUNCT
aiti-9196	281	17	an	an	DET
aiti-9196	281	18	interaction	interaction	NOUN
aiti-9196	281	19	study	study	NOUN
aiti-9196	281	20	has	have	AUX
aiti-9196	281	21	been	be	AUX
aiti-9196	281	22	required	require	VERB
aiti-9196	281	23	to	to	PART
aiti-9196	281	24	find	find	VERB
aiti-9196	281	25	the	the	DET
aiti-9196	281	26	interaction	interaction	NOUN
aiti-9196	281	27	effect	effect	NOUN
aiti-9196	281	28	of	of	ADP
aiti-9196	281	29	plate	plate	NOUN
aiti-9196	281	30	height	height	NOUN
aiti-9196	281	31	with	with	ADP
aiti-9196	281	32	other	other	ADJ
aiti-9196	281	33	main	main	ADJ
aiti-9196	281	34	effective	effective	ADJ
aiti-9196	281	35	factors	factor	NOUN
aiti-9196	281	36	.	.	PUNCT
aiti-9196	282	1	(	(	PUNCT
aiti-9196	282	2	a	a	X
aiti-9196	282	3	)	)	PUNCT
aiti-9196	282	4	shear	shear	NOUN
aiti-9196	282	5	resistance	resistance	NOUN
aiti-9196	282	6	(	(	PUNCT
aiti-9196	282	7	b	b	NOUN
aiti-9196	282	8	)	)	PUNCT
aiti-9196	282	9	ultimate	ultimate	ADJ
aiti-9196	282	10	slip	slip	NOUN
aiti-9196	282	11	fig	fig	NOUN
aiti-9196	282	12	.	.	PUNCT
aiti-9196	283	1	16	16	NUM
aiti-9196	284	1	the	the	DET
aiti-9196	284	2	effect	effect	NOUN
aiti-9196	284	3	of	of	ADP
aiti-9196	284	4	pph	pph	PROPN
aiti-9196	284	5	pennon	pennon	PROPN
aiti-9196	284	6	plate	plate	PROPN
aiti-9196	284	7	height	height	NOUN
aiti-9196	284	8	on	on	ADP
aiti-9196	284	9	shear	shear	ADJ
aiti-9196	284	10	resistance	resistance	NOUN
aiti-9196	284	11	and	and	CCONJ
aiti-9196	284	12	ultimate	ultimate	ADJ
aiti-9196	284	13	slip	slip	NOUN
aiti-9196	284	14	performance	performance	NOUN
aiti-9196	284	15	of	of	ADP
aiti-9196	284	16	the	the	DET
aiti-9196	284	17	composite	composite	ADJ
aiti-9196	284	18	connection	connection	NOUN
aiti-9196	284	19	4.5	4.5	NUM
aiti-9196	284	20	.	.	PUNCT
aiti-9196	285	1	the	the	DET
aiti-9196	285	2	effect	effect	NOUN
aiti-9196	285	3	of	of	ADP
aiti-9196	285	4	critical	critical	ADJ
aiti-9196	285	5	factors	factor	NOUN
aiti-9196	285	6	on	on	ADP
aiti-9196	285	7	shear	shear	PROPN
aiti-9196	285	8	connectors	connector	NOUN
aiti-9196	285	9	performance	performance	NOUN
aiti-9196	285	10	based	base	VERB
aiti-9196	285	11	on	on	ADP
aiti-9196	285	12	doe	doe	NOUN
aiti-9196	285	13	and	and	CCONJ
aiti-9196	285	14	anova	anova	X
aiti-9196	285	15	for	for	ADP
aiti-9196	285	16	a	a	DET
aiti-9196	285	17	total	total	NOUN
aiti-9196	285	18	of	of	ADP
aiti-9196	285	19	54	54	NUM
aiti-9196	285	20	specimens	specimen	NOUN
aiti-9196	285	21	run	run	VERB
aiti-9196	285	22	,	,	PUNCT
aiti-9196	285	23	a	a	DET
aiti-9196	285	24	pushout	pushout	NOUN
aiti-9196	285	25	fe	fe	NOUN
aiti-9196	285	26	analysis	analysis	NOUN
aiti-9196	285	27	is	be	AUX
aiti-9196	285	28	performed	perform	VERB
aiti-9196	285	29	for	for	ADP
aiti-9196	285	30	each	each	DET
aiti-9196	285	31	combination	combination	NOUN
aiti-9196	285	32	of	of	ADP
aiti-9196	285	33	three	three	NUM
aiti-9196	285	34	levels	level	NOUN
aiti-9196	285	35	of	of	ADP
aiti-9196	285	36	the	the	DET
aiti-9196	285	37	three	three	NUM
aiti-9196	285	38	factors	factor	NOUN
aiti-9196	285	39	and	and	CCONJ
aiti-9196	285	40	two	two	NUM
aiti-9196	285	41	levels	level	NOUN
aiti-9196	285	42	of	of	ADP
aiti-9196	285	43	one	one	NUM
aiti-9196	285	44	factor	factor	NOUN
aiti-9196	285	45	.	.	PUNCT
aiti-9196	286	1	fig	fig	NOUN
aiti-9196	286	2	.	.	PUNCT
aiti-9196	287	1	11	11	NUM
aiti-9196	287	2	depicts	depict	VERB
aiti-9196	287	3	a	a	DET
aiti-9196	287	4	typical	typical	ADJ
aiti-9196	287	5	pushout	pushout	NOUN
aiti-9196	287	6	analysis	analysis	NOUN
aiti-9196	287	7	result	result	NOUN
aiti-9196	287	8	for	for	ADP
aiti-9196	287	9	a	a	DET
aiti-9196	287	10	high	high	ADJ
aiti-9196	287	11	level	level	NOUN
aiti-9196	287	12	of	of	ADP
aiti-9196	287	13	each	each	DET
aiti-9196	287	14	factor	factor	NOUN
aiti-9196	287	15	,	,	PUNCT
aiti-9196	287	16	the	the	DET
aiti-9196	287	17	two	two	NUM
aiti-9196	287	18	performance	performance	NOUN
aiti-9196	287	19	output	output	NOUN
aiti-9196	287	20	responses	response	NOUN
aiti-9196	287	21	,	,	PUNCT
aiti-9196	287	22	ultimate	ultimate	ADJ
aiti-9196	287	23	strength	strength	NOUN
aiti-9196	287	24	of	of	ADP
aiti-9196	287	25	connection	connection	NOUN
aiti-9196	287	26	,	,	PUNCT
aiti-9196	287	27	and	and	CCONJ
aiti-9196	287	28	failure	failure	NOUN
aiti-9196	287	29	slip	slip	NOUN
aiti-9196	287	30	.	.	PUNCT
aiti-9196	288	1	anova	anova	PROPN
aiti-9196	288	2	can	can	AUX
aiti-9196	288	3	investigate	investigate	VERB
aiti-9196	288	4	the	the	DET
aiti-9196	288	5	main	main	ADJ
aiti-9196	288	6	effects	effect	NOUN
aiti-9196	288	7	of	of	ADP
aiti-9196	288	8	input	input	NOUN
aiti-9196	288	9	factors	factor	NOUN
aiti-9196	288	10	and	and	CCONJ
aiti-9196	288	11	potential	potential	ADJ
aiti-9196	288	12	interactions	interaction	NOUN
aiti-9196	288	13	on	on	ADP
aiti-9196	288	14	the	the	DET
aiti-9196	288	15	response	response	NOUN
aiti-9196	288	16	variable	variable	NOUN
aiti-9196	288	17	[	[	X
aiti-9196	288	18	27	27	NUM
aiti-9196	288	19	]	]	PUNCT
aiti-9196	288	20	.	.	PUNCT
aiti-9196	289	1	this	this	DET
aiti-9196	289	2	approach	approach	NOUN
aiti-9196	289	3	separates	separate	VERB
aiti-9196	289	4	the	the	DET
aiti-9196	289	5	dominant	dominant	ADJ
aiti-9196	289	6	factors	factor	NOUN
aiti-9196	289	7	and	and	CCONJ
aiti-9196	289	8	interactions	interaction	NOUN
aiti-9196	289	9	that	that	PRON
aiti-9196	289	10	affect	affect	VERB
aiti-9196	289	11	the	the	DET
aiti-9196	289	12	response	response	NOUN
aiti-9196	289	13	variable	variable	NOUN
aiti-9196	289	14	from	from	ADP
aiti-9196	289	15	the	the	DET
aiti-9196	289	16	less	less	ADV
aiti-9196	289	17	critical	critical	ADJ
aiti-9196	289	18	factors	factor	NOUN
aiti-9196	289	19	and	and	CCONJ
aiti-9196	289	20	interactions	interaction	NOUN
aiti-9196	289	21	,	,	PUNCT
aiti-9196	289	22	identifying	identify	VERB
aiti-9196	289	23	which	which	DET
aiti-9196	289	24	factors	factor	NOUN
aiti-9196	289	25	significantly	significantly	ADV
aiti-9196	289	26	affect	affect	VERB
aiti-9196	289	27	the	the	DET
aiti-9196	289	28	response	response	NOUN
aiti-9196	289	29	[	[	X
aiti-9196	289	30	27	27	NUM
aiti-9196	289	31	]	]	PUNCT
aiti-9196	289	32	.	.	PUNCT
aiti-9196	290	1	as	as	ADP
aiti-9196	290	2	a	a	DET
aiti-9196	290	3	result	result	NOUN
aiti-9196	290	4	,	,	PUNCT
aiti-9196	290	5	anova	anova	X
aiti-9196	290	6	analysis	analysis	NOUN
aiti-9196	290	7	is	be	AUX
aiti-9196	290	8	performed	perform	VERB
aiti-9196	290	9	to	to	PART
aiti-9196	290	10	examine	examine	VERB
aiti-9196	290	11	the	the	DET
aiti-9196	290	12	primary	primary	ADJ
aiti-9196	290	13	influence	influence	NOUN
aiti-9196	290	14	of	of	ADP
aiti-9196	290	15	four	four	NUM
aiti-9196	290	16	variables	variable	NOUN
aiti-9196	290	17	and	and	CCONJ
aiti-9196	290	18	potential	potential	ADJ
aiti-9196	290	19	interactions	interaction	NOUN
aiti-9196	290	20	at	at	ADP
aiti-9196	290	21	a	a	DET
aiti-9196	290	22	significance	significance	NOUN
aiti-9196	290	23	level	level	NOUN
aiti-9196	290	24	(	(	PUNCT
aiti-9196	290	25	α	α	NOUN
aiti-9196	290	26	)	)	PUNCT
aiti-9196	290	27	of	of	ADP
aiti-9196	290	28	5	5	NUM
aiti-9196	290	29	%	%	NOUN
aiti-9196	290	30	using	use	VERB
aiti-9196	290	31	a	a	DET
aiti-9196	290	32	two	two	NUM
aiti-9196	290	33	-	-	PUNCT
aiti-9196	290	34	sided	sided	ADJ
aiti-9196	290	35	confidence	confidence	NOUN
aiti-9196	290	36	interval	interval	NOUN
aiti-9196	290	37	.	.	PUNCT
aiti-9196	291	1	the	the	DET
aiti-9196	291	2	conclusions	conclusion	NOUN
aiti-9196	291	3	are	be	AUX
aiti-9196	291	4	drawn	draw	VERB
aiti-9196	291	5	from	from	ADP
aiti-9196	291	6	the	the	DET
aiti-9196	291	7	p	p	NOUN
aiti-9196	291	8	-	-	PUNCT
aiti-9196	291	9	value	value	NOUN
aiti-9196	291	10	.	.	PUNCT
aiti-9196	292	1	the	the	DET
aiti-9196	292	2	p	p	NOUN
aiti-9196	292	3	-	-	PUNCT
aiti-9196	292	4	value	value	NOUN
aiti-9196	292	5	is	be	AUX
aiti-9196	292	6	the	the	DET
aiti-9196	292	7	lowest	low	ADJ
aiti-9196	292	8	threshold	threshold	NOUN
aiti-9196	292	9	α	α	NOUN
aiti-9196	292	10	at	at	ADP
aiti-9196	292	11	which	which	PRON
aiti-9196	292	12	the	the	DET
aiti-9196	292	13	data	datum	NOUN
aiti-9196	292	14	are	be	AUX
aiti-9196	292	15	statistically	statistically	ADV
aiti-9196	292	16	significant	significant	ADJ
aiti-9196	292	17	[	[	X
aiti-9196	292	18	27	27	NUM
aiti-9196	292	19	]	]	PUNCT
aiti-9196	292	20	.	.	PUNCT
aiti-9196	293	1	each	each	DET
aiti-9196	293	2	effect	effect	NOUN
aiti-9196	293	3	with	with	ADP
aiti-9196	293	4	a	a	DET
aiti-9196	293	5	p	p	NOUN
aiti-9196	293	6	-	-	PUNCT
aiti-9196	293	7	value	value	NOUN
aiti-9196	293	8	less	less	ADJ
aiti-9196	293	9	than	than	ADP
aiti-9196	293	10	0.05	0.05	NUM
aiti-9196	293	11	is	be	AUX
aiti-9196	293	12	deemed	deem	VERB
aiti-9196	293	13	to	to	PART
aiti-9196	293	14	have	have	VERB
aiti-9196	293	15	a	a	DET
aiti-9196	293	16	statistically	statistically	ADV
aiti-9196	293	17	significant	significant	ADJ
aiti-9196	293	18	impact	impact	NOUN
aiti-9196	293	19	on	on	ADP
aiti-9196	293	20	the	the	DET
aiti-9196	293	21	response	response	NOUN
aiti-9196	293	22	with	with	ADP
aiti-9196	293	23	95	95	NUM
aiti-9196	293	24	%	%	NOUN
aiti-9196	293	25	confidence	confidence	NOUN
aiti-9196	293	26	.	.	PUNCT
aiti-9196	294	1	table	table	NOUN
aiti-9196	294	2	5	5	NUM
aiti-9196	294	3	shows	show	VERB
aiti-9196	294	4	the	the	DET
aiti-9196	294	5	results	result	NOUN
aiti-9196	294	6	of	of	ADP
aiti-9196	294	7	an	an	DET
aiti-9196	294	8	anova	anova	PROPN
aiti-9196	294	9	study	study	NOUN
aiti-9196	294	10	for	for	ADP
aiti-9196	294	11	shear	shear	NOUN
aiti-9196	294	12	carrying	carry	VERB
aiti-9196	294	13	capacity	capacity	NOUN
aiti-9196	294	14	and	and	CCONJ
aiti-9196	294	15	ultimate	ultimate	ADJ
aiti-9196	294	16	slip	slip	NOUN
aiti-9196	294	17	at	at	ADP
aiti-9196	294	18	various	various	ADJ
aiti-9196	294	19	limiting	limit	VERB
aiti-9196	294	20	variables	variable	NOUN
aiti-9196	294	21	.	.	PUNCT
aiti-9196	295	1	as	as	SCONJ
aiti-9196	295	2	presented	present	VERB
aiti-9196	295	3	in	in	ADP
aiti-9196	295	4	table	table	NOUN
aiti-9196	295	5	5	5	NUM
aiti-9196	295	6	,	,	PUNCT
aiti-9196	295	7	the	the	DET
aiti-9196	295	8	main	main	ADJ
aiti-9196	295	9	effects	effect	NOUN
aiti-9196	295	10	of	of	ADP
aiti-9196	295	11	fc	fc	PROPN
aiti-9196	295	12	and	and	CCONJ
aiti-9196	295	13	d	d	AUX
aiti-9196	295	14	have	have	VERB
aiti-9196	295	15	p	p	NOUN
aiti-9196	295	16	-	-	PUNCT
aiti-9196	295	17	values	value	NOUN
aiti-9196	295	18	of	of	ADP
aiti-9196	295	19	less	less	ADJ
aiti-9196	295	20	than	than	ADP
aiti-9196	295	21	the	the	DET
aiti-9196	295	22	5	5	NUM
aiti-9196	295	23	%	%	NOUN
aiti-9196	295	24	significance	significance	NOUN
aiti-9196	295	25	level	level	NOUN
aiti-9196	295	26	.	.	PUNCT
aiti-9196	296	1	therefore	therefore	ADV
aiti-9196	296	2	,	,	PUNCT
aiti-9196	296	3	these	these	DET
aiti-9196	296	4	factors	factor	NOUN
aiti-9196	296	5	significantly	significantly	ADV
aiti-9196	296	6	affect	affect	VERB
aiti-9196	296	7	the	the	DET
aiti-9196	296	8	shear	shear	NOUN
aiti-9196	296	9	capacity	capacity	NOUN
aiti-9196	296	10	of	of	ADP
aiti-9196	296	11	the	the	DET
aiti-9196	296	12	connection	connection	NOUN
aiti-9196	296	13	.	.	PUNCT
aiti-9196	297	1	moreover	moreover	ADV
aiti-9196	297	2	,	,	PUNCT
aiti-9196	297	3	the	the	DET
aiti-9196	297	4	main	main	ADJ
aiti-9196	297	5	effect	effect	NOUN
aiti-9196	297	6	of	of	ADP
aiti-9196	297	7	fc	fc	PROPN
aiti-9196	297	8	,	,	PUNCT
aiti-9196	297	9	h	h	NOUN
aiti-9196	297	10	,	,	PUNCT
aiti-9196	297	11	and	and	CCONJ
aiti-9196	297	12	interaction	interaction	NOUN
aiti-9196	297	13	between	between	ADP
aiti-9196	297	14	t	t	PROPN
aiti-9196	297	15	and	and	CCONJ
aiti-9196	297	16	h	h	PROPN
aiti-9196	297	17	considerably	considerably	ADV
aiti-9196	297	18	affect	affect	VERB
aiti-9196	297	19	the	the	DET
aiti-9196	297	20	ultimate	ultimate	ADJ
aiti-9196	297	21	slip	slip	NOUN
aiti-9196	297	22	capacity	capacity	NOUN
aiti-9196	297	23	of	of	ADP
aiti-9196	297	24	the	the	DET
aiti-9196	297	25	pph	pph	PROPN
aiti-9196	297	26	stud	stud	PROPN
aiti-9196	297	27	connection	connection	NOUN
aiti-9196	297	28	.	.	PUNCT
aiti-9196	298	1	advances	advance	NOUN
aiti-9196	298	2	in	in	ADP
aiti-9196	298	3	technology	technology	NOUN
aiti-9196	298	4	innovation	innovation	NOUN
aiti-9196	298	5	,	,	PUNCT
aiti-9196	298	6	vol	vol	NOUN
aiti-9196	298	7	.	.	PROPN
aiti-9196	298	8	8	8	NUM
aiti-9196	298	9	,	,	PUNCT
aiti-9196	298	10	no	no	INTJ
aiti-9196	298	11	.	.	NOUN
aiti-9196	298	12	3	3	NUM
aiti-9196	298	13	,	,	PUNCT
aiti-9196	298	14	2023	2023	NUM
aiti-9196	298	15	,	,	PUNCT
aiti-9196	298	16	pp	pp	ADJ
aiti-9196	298	17	.	.	PUNCT
aiti-9196	299	1	177	177	NUM
aiti-9196	299	2	-	-	SYM
aiti-9196	299	3	191	191	NUM
aiti-9196	299	4	189	189	NUM
aiti-9196	299	5	table	table	NOUN
aiti-9196	299	6	5	5	NUM
aiti-9196	299	7	influence	influence	NOUN
aiti-9196	299	8	of	of	ADP
aiti-9196	299	9	key	key	ADJ
aiti-9196	299	10	parameters	parameter	NOUN
aiti-9196	299	11	on	on	ADP
aiti-9196	299	12	shear	shear	ADJ
aiti-9196	299	13	resistance	resistance	NOUN
aiti-9196	299	14	and	and	CCONJ
aiti-9196	299	15	ultimate	ultimate	ADJ
aiti-9196	299	16	slip	slip	NOUN
aiti-9196	299	17	of	of	ADP
aiti-9196	299	18	connector	connector	NOUN
aiti-9196	299	19	based	base	VERB
aiti-9196	299	20	on	on	ADP
aiti-9196	299	21	anova	anova	PROPN
aiti-9196	299	22	descriptions	description	NOUN
aiti-9196	299	23	no	no	INTJ
aiti-9196	299	24	.	.	PUNCT
aiti-9196	300	1	parameters	parameter	NOUN
aiti-9196	300	2	and	and	CCONJ
aiti-9196	300	3	interactions	interaction	NOUN
aiti-9196	300	4	p	p	NOUN
aiti-9196	300	5	-	-	PUNCT
aiti-9196	300	6	values	value	NOUN
aiti-9196	300	7	shear	shear	NOUN
aiti-9196	300	8	resistance	resistance	NOUN
aiti-9196	300	9	ultimate	ultimate	NOUN
aiti-9196	300	10	slip	slip	VERB
aiti-9196	300	11	main	main	ADJ
aiti-9196	300	12	parameters	parameter	NOUN
aiti-9196	300	13	effect	effect	VERB
aiti-9196	300	14	1	1	NUM
aiti-9196	300	15	concrete	concrete	ADJ
aiti-9196	300	16	grade	grade	NOUN
aiti-9196	300	17	(	(	PUNCT
aiti-9196	300	18	fc	fc	PROPN
aiti-9196	300	19	)	)	PUNCT
aiti-9196	300	20	<	<	X
aiti-9196	301	1	0.0001	0.0001	NUM
aiti-9196	301	2	0.004	0.004	NUM
aiti-9196	301	3	2	2	NUM
aiti-9196	301	4	headed	head	VERB
aiti-9196	301	5	stud	stud	NOUN
aiti-9196	301	6	diameter	diameter	NOUN
aiti-9196	301	7	(	(	PUNCT
aiti-9196	301	8	d	d	X
aiti-9196	301	9	)	)	PUNCT
aiti-9196	301	10	<	<	X
aiti-9196	301	11	0.0001	0.0001	NUM
aiti-9196	301	12	0.818	0.818	NUM
aiti-9196	301	13	3	3	NUM
aiti-9196	301	14	the	the	DET
aiti-9196	301	15	thickness	thickness	NOUN
aiti-9196	301	16	of	of	ADP
aiti-9196	301	17	the	the	DET
aiti-9196	301	18	pennon	pennon	NOUN
aiti-9196	301	19	plate	plate	NOUN
aiti-9196	301	20	(	(	PUNCT
aiti-9196	301	21	t	t	PROPN
aiti-9196	301	22	)	)	PUNCT
aiti-9196	301	23	0.212	0.212	NUM
aiti-9196	301	24	0.524	0.524	NUM
aiti-9196	301	25	4	4	NUM
aiti-9196	301	26	height	height	NOUN
aiti-9196	301	27	of	of	ADP
aiti-9196	301	28	pennon	pennon	NOUN
aiti-9196	301	29	plate	plate	NOUN
aiti-9196	301	30	(	(	PUNCT
aiti-9196	301	31	h	h	NOUN
aiti-9196	301	32	)	)	PUNCT
aiti-9196	301	33	0.395	0.395	NUM
aiti-9196	301	34	0.015	0.015	NUM
aiti-9196	301	35	two	two	NUM
aiti-9196	301	36	-	-	PUNCT
aiti-9196	301	37	way	way	NOUN
aiti-9196	301	38	interactions	interaction	NOUN
aiti-9196	301	39	5	5	NUM
aiti-9196	301	40	fc	fc	NOUN
aiti-9196	301	41	×	×	PROPN
aiti-9196	301	42	d	d	NOUN
aiti-9196	301	43	0.305	0.305	NUM
aiti-9196	301	44	0.119	0.119	NUM
aiti-9196	301	45	6	6	NUM
aiti-9196	301	46	fc	fc	NOUN
aiti-9196	301	47	×	×	PROPN
aiti-9196	301	48	t	t	PROPN
aiti-9196	301	49	0.980	0.980	NUM
aiti-9196	301	50	0.996	0.996	NUM
aiti-9196	301	51	7	7	NUM
aiti-9196	301	52	fc	fc	NOUN
aiti-9196	301	53	×	×	PROPN
aiti-9196	301	54	h	h	NOUN
aiti-9196	301	55	0.997	0.997	NUM
aiti-9196	301	56	0.907	0.907	NUM
aiti-9196	301	57	8	8	NUM
aiti-9196	301	58	d	d	NOUN
aiti-9196	301	59	×	×	PROPN
aiti-9196	301	60	t	t	NOUN
aiti-9196	301	61	0.976	0.976	NUM
aiti-9196	301	62	0.087	0.087	NUM
aiti-9196	301	63	9	9	NUM
aiti-9196	301	64	d	d	NOUN
aiti-9196	301	65	×	×	NOUN
aiti-9196	301	66	h	h	NOUN
aiti-9196	301	67	0.718	0.718	NUM
aiti-9196	301	68	0.917	0.917	NUM
aiti-9196	301	69	10	10	NUM
aiti-9196	301	70	t	t	NOUN
aiti-9196	301	71	×	×	NOUN
aiti-9196	301	72	h	h	NOUN
aiti-9196	301	73	0.982	0.982	NUM
aiti-9196	301	74	0.004	0.004	NUM
aiti-9196	301	75	fig	fig	NOUN
aiti-9196	301	76	.	.	PUNCT
aiti-9196	302	1	17	17	NUM
aiti-9196	302	2	describes	describe	VERB
aiti-9196	302	3	the	the	DET
aiti-9196	302	4	effect	effect	NOUN
aiti-9196	302	5	of	of	ADP
aiti-9196	302	6	the	the	DET
aiti-9196	302	7	main	main	ADJ
aiti-9196	302	8	interaction	interaction	NOUN
aiti-9196	302	9	of	of	ADP
aiti-9196	302	10	factors	factor	NOUN
aiti-9196	302	11	on	on	ADP
aiti-9196	302	12	the	the	DET
aiti-9196	302	13	ultimate	ultimate	ADJ
aiti-9196	302	14	slip	slip	NOUN
aiti-9196	302	15	of	of	ADP
aiti-9196	302	16	connection	connection	NOUN
aiti-9196	302	17	.	.	PUNCT
aiti-9196	303	1	it	it	PRON
aiti-9196	303	2	can	can	AUX
aiti-9196	303	3	be	be	AUX
aiti-9196	303	4	concluded	conclude	VERB
aiti-9196	303	5	that	that	SCONJ
aiti-9196	303	6	the	the	DET
aiti-9196	303	7	main	main	ADJ
aiti-9196	303	8	effect	effect	NOUN
aiti-9196	303	9	of	of	ADP
aiti-9196	303	10	concrete	concrete	ADJ
aiti-9196	303	11	strength	strength	NOUN
aiti-9196	303	12	,	,	PUNCT
aiti-9196	303	13	the	the	DET
aiti-9196	303	14	height	height	NOUN
aiti-9196	303	15	of	of	ADP
aiti-9196	303	16	the	the	DET
aiti-9196	303	17	plate	plate	NOUN
aiti-9196	303	18	,	,	PUNCT
aiti-9196	303	19	and	and	CCONJ
aiti-9196	303	20	the	the	DET
aiti-9196	303	21	interaction	interaction	NOUN
aiti-9196	303	22	between	between	ADP
aiti-9196	303	23	the	the	DET
aiti-9196	303	24	thickness	thickness	NOUN
aiti-9196	303	25	and	and	CCONJ
aiti-9196	303	26	height	height	NOUN
aiti-9196	303	27	of	of	ADP
aiti-9196	303	28	the	the	DET
aiti-9196	303	29	pennon	pennon	NOUN
aiti-9196	303	30	plate	plate	NOUN
aiti-9196	303	31	significantly	significantly	ADV
aiti-9196	303	32	affect	affect	VERB
aiti-9196	303	33	the	the	DET
aiti-9196	303	34	ultimate	ultimate	ADJ
aiti-9196	303	35	slip	slip	NOUN
aiti-9196	303	36	capacity	capacity	NOUN
aiti-9196	303	37	of	of	ADP
aiti-9196	303	38	the	the	DET
aiti-9196	303	39	pph	pph	PROPN
aiti-9196	303	40	stud	stud	PROPN
aiti-9196	303	41	connection	connection	NOUN
aiti-9196	303	42	.	.	PUNCT
aiti-9196	304	1	fig	fig	NOUN
aiti-9196	304	2	.	.	PUNCT
aiti-9196	305	1	17	17	NUM
aiti-9196	305	2	interaction	interaction	NOUN
aiti-9196	305	3	plot	plot	NOUN
aiti-9196	305	4	for	for	ADP
aiti-9196	305	5	ultimate	ultimate	ADJ
aiti-9196	305	6	slip	slip	NOUN
aiti-9196	305	7	5	5	NUM
aiti-9196	305	8	.	.	PUNCT
aiti-9196	305	9	conclusions	conclusion	NOUN
aiti-9196	305	10	a	a	DET
aiti-9196	305	11	nonlinear	nonlinear	PROPN
aiti-9196	305	12	fe	fe	PROPN
aiti-9196	305	13	model	model	NOUN
aiti-9196	305	14	was	be	AUX
aiti-9196	305	15	developed	develop	VERB
aiti-9196	305	16	to	to	PART
aiti-9196	305	17	investigate	investigate	VERB
aiti-9196	305	18	the	the	DET
aiti-9196	305	19	capacity	capacity	NOUN
aiti-9196	305	20	of	of	ADP
aiti-9196	305	21	an	an	DET
aiti-9196	305	22	innovative	innovative	ADJ
aiti-9196	305	23	pennon	pennon	NOUN
aiti-9196	305	24	plate	plate	NOUN
aiti-9196	305	25	-	-	PUNCT
aiti-9196	305	26	headed	head	VERB
aiti-9196	305	27	(	(	PUNCT
aiti-9196	305	28	pph	pph	PROPN
aiti-9196	305	29	)	)	PUNCT
aiti-9196	305	30	stud	stud	NOUN
aiti-9196	305	31	shear	shear	NOUN
aiti-9196	305	32	connector	connector	NOUN
aiti-9196	305	33	.	.	PUNCT
aiti-9196	306	1	the	the	DET
aiti-9196	306	2	connection	connection	NOUN
aiti-9196	306	3	capacity	capacity	NOUN
aiti-9196	306	4	and	and	CCONJ
aiti-9196	306	5	the	the	DET
aiti-9196	306	6	load	load	NOUN
aiti-9196	306	7	-	-	PUNCT
aiti-9196	306	8	slip	slip	NOUN
aiti-9196	306	9	behavior	behavior	NOUN
aiti-9196	306	10	were	be	AUX
aiti-9196	306	11	calculated	calculate	VERB
aiti-9196	306	12	as	as	ADP
aiti-9196	306	13	a	a	DET
aiti-9196	306	14	performance	performance	NOUN
aiti-9196	306	15	evaluation	evaluation	NOUN
aiti-9196	306	16	.	.	PUNCT
aiti-9196	307	1	the	the	DET
aiti-9196	307	2	proposed	propose	VERB
aiti-9196	307	3	fe	fe	NOUN
aiti-9196	307	4	analysis	analysis	NOUN
aiti-9196	307	5	model	model	NOUN
aiti-9196	307	6	conducted	conduct	VERB
aiti-9196	307	7	a	a	DET
aiti-9196	307	8	parametric	parametric	ADJ
aiti-9196	307	9	study	study	NOUN
aiti-9196	307	10	for	for	ADP
aiti-9196	307	11	54	54	NUM
aiti-9196	307	12	pushout	pushout	NOUN
aiti-9196	307	13	specimens	specimen	NOUN
aiti-9196	307	14	with	with	ADP
aiti-9196	307	15	different	different	ADJ
aiti-9196	307	16	concrete	concrete	ADJ
aiti-9196	307	17	grades	grade	NOUN
aiti-9196	307	18	,	,	PUNCT
aiti-9196	307	19	stud	stud	NOUN
aiti-9196	307	20	diameters	diameter	NOUN
aiti-9196	307	21	,	,	PUNCT
aiti-9196	307	22	plate	plate	NOUN
aiti-9196	307	23	thicknesses	thickness	NOUN
aiti-9196	307	24	,	,	PUNCT
aiti-9196	307	25	and	and	CCONJ
aiti-9196	307	26	plate	plate	NOUN
aiti-9196	307	27	heights	height	NOUN
aiti-9196	307	28	.	.	PUNCT
aiti-9196	308	1	the	the	DET
aiti-9196	308	2	full	full	ADJ
aiti-9196	308	3	factorial	factorial	ADJ
aiti-9196	308	4	statistical	statistical	ADJ
aiti-9196	308	5	method	method	NOUN
aiti-9196	308	6	and	and	CCONJ
aiti-9196	308	7	anova	anova	PROPN
aiti-9196	308	8	were	be	AUX
aiti-9196	308	9	used	use	VERB
aiti-9196	308	10	to	to	PART
aiti-9196	308	11	design	design	VERB
aiti-9196	308	12	experiments	experiment	NOUN
aiti-9196	308	13	and	and	CCONJ
aiti-9196	308	14	to	to	PART
aiti-9196	308	15	evaluate	evaluate	VERB
aiti-9196	308	16	the	the	DET
aiti-9196	308	17	interaction	interaction	NOUN
aiti-9196	308	18	performance	performance	NOUN
aiti-9196	308	19	of	of	ADP
aiti-9196	308	20	factors	factor	NOUN
aiti-9196	308	21	and	and	CCONJ
aiti-9196	308	22	responses	response	NOUN
aiti-9196	308	23	.	.	PUNCT
aiti-9196	309	1	from	from	ADP
aiti-9196	309	2	the	the	DET
aiti-9196	309	3	parametric	parametric	ADJ
aiti-9196	309	4	study	study	NOUN
aiti-9196	309	5	,	,	PUNCT
aiti-9196	309	6	the	the	DET
aiti-9196	309	7	following	follow	VERB
aiti-9196	309	8	results	result	NOUN
aiti-9196	309	9	are	be	AUX
aiti-9196	309	10	extracted	extract	VERB
aiti-9196	309	11	:	:	PUNCT
aiti-9196	309	12	(	(	PUNCT
aiti-9196	309	13	1	1	X
aiti-9196	309	14	)	)	PUNCT
aiti-9196	309	15	the	the	DET
aiti-9196	309	16	fe	fe	PROPN
aiti-9196	309	17	model	model	NOUN
aiti-9196	309	18	successfully	successfully	ADV
aiti-9196	309	19	anticipates	anticipate	VERB
aiti-9196	309	20	the	the	DET
aiti-9196	309	21	behavior	behavior	NOUN
aiti-9196	309	22	of	of	ADP
aiti-9196	309	23	the	the	DET
aiti-9196	309	24	headed	head	VERB
aiti-9196	309	25	stud	stud	NOUN
aiti-9196	309	26	shear	shear	NOUN
aiti-9196	309	27	connection	connection	NOUN
aiti-9196	309	28	in	in	ADP
aiti-9196	309	29	composite	composite	ADJ
aiti-9196	309	30	beams	beam	NOUN
aiti-9196	309	31	with	with	ADP
aiti-9196	309	32	solid	solid	ADJ
aiti-9196	309	33	slabs	slab	NOUN
aiti-9196	309	34	and	and	CCONJ
aiti-9196	309	35	accurately	accurately	ADV
aiti-9196	309	36	verified	verify	VERB
aiti-9196	309	37	the	the	DET
aiti-9196	309	38	experimental	experimental	ADJ
aiti-9196	309	39	results	result	NOUN
aiti-9196	309	40	of	of	ADP
aiti-9196	309	41	prior	prior	ADJ
aiti-9196	309	42	research	research	NOUN
aiti-9196	309	43	.	.	PUNCT
aiti-9196	310	1	the	the	DET
aiti-9196	310	2	ultimate	ultimate	ADJ
aiti-9196	310	3	strength	strength	NOUN
aiti-9196	310	4	of	of	ADP
aiti-9196	310	5	the	the	DET
aiti-9196	310	6	shear	shear	NOUN
aiti-9196	310	7	connection	connection	NOUN
aiti-9196	310	8	was	be	AUX
aiti-9196	310	9	improved	improve	VERB
aiti-9196	310	10	,	,	PUNCT
aiti-9196	310	11	and	and	CCONJ
aiti-9196	310	12	the	the	DET
aiti-9196	310	13	corresponding	correspond	VERB
aiti-9196	310	14	slip	slip	NOUN
aiti-9196	310	15	was	be	AUX
aiti-9196	310	16	affected	affect	VERB
aiti-9196	310	17	by	by	ADP
aiti-9196	310	18	adding	add	VERB
aiti-9196	310	19	the	the	DET
aiti-9196	310	20	pennon	pennon	NOUN
aiti-9196	310	21	plates	plate	NOUN
aiti-9196	310	22	to	to	ADP
aiti-9196	310	23	the	the	DET
aiti-9196	310	24	circular	circular	ADJ
aiti-9196	310	25	-	-	PUNCT
aiti-9196	310	26	headed	head	VERB
aiti-9196	310	27	stud	stud	NOUN
aiti-9196	310	28	.	.	PUNCT
aiti-9196	311	1	advances	advance	NOUN
aiti-9196	311	2	in	in	ADP
aiti-9196	311	3	technology	technology	NOUN
aiti-9196	311	4	innovation	innovation	NOUN
aiti-9196	311	5	,	,	PUNCT
aiti-9196	311	6	vol	vol	NOUN
aiti-9196	311	7	.	.	PROPN
aiti-9196	311	8	8	8	NUM
aiti-9196	311	9	,	,	PUNCT
aiti-9196	311	10	no	no	INTJ
aiti-9196	311	11	.	.	NOUN
aiti-9196	311	12	3	3	NUM
aiti-9196	311	13	,	,	PUNCT
aiti-9196	311	14	2023	2023	NUM
aiti-9196	311	15	,	,	PUNCT
aiti-9196	311	16	pp	pp	ADJ
aiti-9196	311	17	.	.	PUNCT
aiti-9196	312	1	177	177	NUM
aiti-9196	312	2	-	-	SYM
aiti-9196	312	3	191	191	NUM
aiti-9196	312	4	190	190	NUM
aiti-9196	312	5	(	(	PUNCT
aiti-9196	312	6	2	2	NUM
aiti-9196	312	7	)	)	PUNCT
aiti-9196	312	8	when	when	SCONJ
aiti-9196	312	9	pph	pph	PROPN
aiti-9196	312	10	studs	stud	NOUN
aiti-9196	312	11	are	be	AUX
aiti-9196	312	12	utilized	utilize	VERB
aiti-9196	312	13	with	with	ADP
aiti-9196	312	14	c40	c40	NOUN
aiti-9196	312	15	and	and	CCONJ
aiti-9196	312	16	c50	c50	NOUN
aiti-9196	312	17	concrete	concrete	ADJ
aiti-9196	312	18	grades	grade	NOUN
aiti-9196	312	19	,	,	PUNCT
aiti-9196	312	20	the	the	DET
aiti-9196	312	21	connection	connection	NOUN
aiti-9196	312	22	ultimate	ultimate	ADJ
aiti-9196	312	23	shear	shear	NOUN
aiti-9196	312	24	strength	strength	NOUN
aiti-9196	312	25	increases	increase	NOUN
aiti-9196	312	26	by	by	ADP
aiti-9196	312	27	63	63	NUM
aiti-9196	312	28	%	%	NOUN
aiti-9196	312	29	to	to	PART
aiti-9196	312	30	77	77	NUM
aiti-9196	312	31	%	%	NOUN
aiti-9196	312	32	due	due	ADP
aiti-9196	312	33	to	to	ADP
aiti-9196	312	34	the	the	DET
aiti-9196	312	35	change	change	NOUN
aiti-9196	312	36	in	in	ADP
aiti-9196	312	37	stud	stud	NOUN
aiti-9196	312	38	shape	shape	NOUN
aiti-9196	312	39	from	from	ADP
aiti-9196	312	40	regular	regular	ADJ
aiti-9196	312	41	circular	circular	ADJ
aiti-9196	312	42	-	-	PUNCT
aiti-9196	312	43	headed	head	VERB
aiti-9196	312	44	studs	stud	NOUN
aiti-9196	312	45	to	to	ADP
aiti-9196	312	46	pph	pph	PROPN
aiti-9196	312	47	studs	stud	NOUN
aiti-9196	312	48	.	.	PUNCT
aiti-9196	313	1	(	(	PUNCT
aiti-9196	313	2	3	3	X
aiti-9196	313	3	)	)	PUNCT
aiti-9196	313	4	all	all	DET
aiti-9196	313	5	pph	pph	PROPN
aiti-9196	313	6	studs	stud	NOUN
aiti-9196	313	7	meet	meet	VERB
aiti-9196	313	8	the	the	DET
aiti-9196	313	9	ductility	ductility	NOUN
aiti-9196	313	10	requirements	requirement	NOUN
aiti-9196	313	11	specified	specify	VERB
aiti-9196	313	12	in	in	ADP
aiti-9196	313	13	eurocode	eurocode	NOUN
aiti-9196	313	14	4	4	NUM
aiti-9196	313	15	[	[	NOUN
aiti-9196	313	16	8	8	NUM
aiti-9196	313	17	]	]	PUNCT
aiti-9196	313	18	.	.	PUNCT
aiti-9196	314	1	therefore	therefore	ADV
aiti-9196	314	2	,	,	PUNCT
aiti-9196	314	3	they	they	PRON
aiti-9196	314	4	are	be	AUX
aiti-9196	314	5	justified	justify	VERB
aiti-9196	314	6	for	for	ADP
aiti-9196	314	7	practical	practical	ADJ
aiti-9196	314	8	application	application	NOUN
aiti-9196	314	9	with	with	ADP
aiti-9196	314	10	advantages	advantage	NOUN
aiti-9196	314	11	increment	increment	VERB
aiti-9196	314	12	in	in	ADP
aiti-9196	314	13	the	the	DET
aiti-9196	314	14	ultimate	ultimate	ADJ
aiti-9196	314	15	strength	strength	NOUN
aiti-9196	314	16	.	.	PUNCT
aiti-9196	315	1	(	(	PUNCT
aiti-9196	315	2	4	4	X
aiti-9196	315	3	)	)	PUNCT
aiti-9196	315	4	the	the	DET
aiti-9196	315	5	full	full	ADJ
aiti-9196	315	6	factorial	factorial	ADJ
aiti-9196	315	7	analysis	analysis	NOUN
aiti-9196	315	8	reveals	reveal	VERB
aiti-9196	315	9	that	that	SCONJ
aiti-9196	315	10	the	the	DET
aiti-9196	315	11	effects	effect	NOUN
aiti-9196	315	12	of	of	ADP
aiti-9196	315	13	the	the	DET
aiti-9196	315	14	concrete	concrete	ADJ
aiti-9196	315	15	grade	grade	NOUN
aiti-9196	315	16	of	of	ADP
aiti-9196	315	17	the	the	DET
aiti-9196	315	18	rc	rc	PROPN
aiti-9196	315	19	slab	slab	NOUN
aiti-9196	315	20	and	and	CCONJ
aiti-9196	315	21	stud	stud	NOUN
aiti-9196	315	22	diameter	diameter	NOUN
aiti-9196	315	23	on	on	ADP
aiti-9196	315	24	the	the	DET
aiti-9196	315	25	ultimate	ultimate	ADJ
aiti-9196	315	26	strength	strength	NOUN
aiti-9196	315	27	were	be	AUX
aiti-9196	315	28	highly	highly	ADV
aiti-9196	315	29	significant	significant	ADJ
aiti-9196	315	30	.	.	PUNCT
aiti-9196	316	1	the	the	DET
aiti-9196	316	2	shear	shear	NOUN
aiti-9196	316	3	resistance	resistance	NOUN
aiti-9196	316	4	of	of	ADP
aiti-9196	316	5	the	the	DET
aiti-9196	316	6	connection	connection	NOUN
aiti-9196	316	7	increases	increase	VERB
aiti-9196	316	8	with	with	ADP
aiti-9196	316	9	the	the	DET
aiti-9196	316	10	stud	stud	NOUN
aiti-9196	316	11	diameter	diameter	NOUN
aiti-9196	316	12	increases	increase	NOUN
aiti-9196	316	13	.	.	PUNCT
aiti-9196	317	1	(	(	PUNCT
aiti-9196	317	2	5	5	X
aiti-9196	317	3	)	)	PUNCT
aiti-9196	317	4	the	the	DET
aiti-9196	317	5	effect	effect	NOUN
aiti-9196	317	6	of	of	ADP
aiti-9196	317	7	interaction	interaction	NOUN
aiti-9196	317	8	among	among	ADP
aiti-9196	317	9	factors	factor	NOUN
aiti-9196	317	10	on	on	ADP
aiti-9196	317	11	the	the	DET
aiti-9196	317	12	shear	shear	NOUN
aiti-9196	317	13	resistance	resistance	NOUN
aiti-9196	317	14	response	response	NOUN
aiti-9196	317	15	of	of	ADP
aiti-9196	317	16	pph	pph	PROPN
aiti-9196	317	17	stud	stud	NOUN
aiti-9196	317	18	has	have	VERB
aiti-9196	317	19	no	no	DET
aiti-9196	317	20	significant	significant	ADJ
aiti-9196	317	21	influence	influence	NOUN
aiti-9196	317	22	.	.	PUNCT
aiti-9196	318	1	however	however	ADV
aiti-9196	318	2	,	,	PUNCT
aiti-9196	318	3	the	the	DET
aiti-9196	318	4	interaction	interaction	NOUN
aiti-9196	318	5	of	of	ADP
aiti-9196	318	6	t	t	PROPN
aiti-9196	318	7	×	×	PROPN
aiti-9196	318	8	h	h	NOUN
aiti-9196	318	9	was	be	AUX
aiti-9196	318	10	shown	show	VERB
aiti-9196	318	11	to	to	PART
aiti-9196	318	12	have	have	VERB
aiti-9196	318	13	a	a	DET
aiti-9196	318	14	highly	highly	ADV
aiti-9196	318	15	significant	significant	ADJ
aiti-9196	318	16	influence	influence	NOUN
aiti-9196	318	17	on	on	ADP
aiti-9196	318	18	the	the	DET
aiti-9196	318	19	slip	slip	NOUN
aiti-9196	318	20	performance	performance	NOUN
aiti-9196	318	21	of	of	ADP
aiti-9196	318	22	the	the	DET
aiti-9196	318	23	pph	pph	PROPN
aiti-9196	318	24	shear	shear	PROPN
aiti-9196	318	25	connection	connection	NOUN
aiti-9196	318	26	.	.	PUNCT
aiti-9196	319	1	the	the	DET
aiti-9196	319	2	shear	shear	NOUN
aiti-9196	319	3	resistance	resistance	NOUN
aiti-9196	319	4	of	of	ADP
aiti-9196	319	5	the	the	DET
aiti-9196	319	6	connection	connection	NOUN
aiti-9196	319	7	is	be	AUX
aiti-9196	319	8	not	not	PART
aiti-9196	319	9	much	much	ADV
aiti-9196	319	10	affected	affect	VERB
aiti-9196	319	11	by	by	ADP
aiti-9196	319	12	the	the	DET
aiti-9196	319	13	increase	increase	NOUN
aiti-9196	319	14	of	of	ADP
aiti-9196	319	15	plate	plate	NOUN
aiti-9196	319	16	thickness	thickness	NOUN
aiti-9196	319	17	above	above	ADP
aiti-9196	319	18	3	3	NUM
aiti-9196	319	19	mm	mm	NOUN
aiti-9196	319	20	in	in	ADP
aiti-9196	319	21	pph	pph	PROPN
aiti-9196	319	22	studs	stud	NOUN
aiti-9196	319	23	.	.	PUNCT
aiti-9196	320	1	whereas	whereas	SCONJ
aiti-9196	320	2	the	the	DET
aiti-9196	320	3	maximum	maximum	ADJ
aiti-9196	320	4	slip	slip	NOUN
aiti-9196	320	5	at	at	ADP
aiti-9196	320	6	failure	failure	NOUN
aiti-9196	320	7	is	be	AUX
aiti-9196	320	8	influential	influential	ADJ
aiti-9196	320	9	due	due	ADJ
aiti-9196	320	10	to	to	ADP
aiti-9196	320	11	changes	change	NOUN
aiti-9196	320	12	in	in	ADP
aiti-9196	320	13	thickness	thickness	NOUN
aiti-9196	320	14	.	.	PUNCT
aiti-9196	321	1	(	(	PUNCT
aiti-9196	321	2	6	6	NUM
aiti-9196	321	3	)	)	PUNCT
aiti-9196	321	4	the	the	DET
aiti-9196	321	5	pph	pph	PROPN
aiti-9196	321	6	stud	stud	PROPN
aiti-9196	321	7	shear	shear	PROPN
aiti-9196	321	8	connectors	connector	NOUN
aiti-9196	321	9	are	be	AUX
aiti-9196	321	10	suitable	suitable	ADJ
aiti-9196	321	11	for	for	ADP
aiti-9196	321	12	composite	composite	ADJ
aiti-9196	321	13	structures	structure	NOUN
aiti-9196	321	14	due	due	ADP
aiti-9196	321	15	to	to	ADP
aiti-9196	321	16	their	their	PRON
aiti-9196	321	17	ability	ability	NOUN
aiti-9196	321	18	to	to	PART
aiti-9196	321	19	enhance	enhance	VERB
aiti-9196	321	20	the	the	DET
aiti-9196	321	21	shear	shear	NOUN
aiti-9196	321	22	resistance	resistance	NOUN
aiti-9196	321	23	capacity	capacity	NOUN
aiti-9196	321	24	of	of	ADP
aiti-9196	321	25	the	the	DET
aiti-9196	321	26	connection	connection	NOUN
aiti-9196	321	27	.	.	PUNCT
aiti-9196	322	1	abbreviations	abbreviation	NOUN
aiti-9196	322	2	and	and	CCONJ
aiti-9196	322	3	symbols	symbol	NOUN
aiti-9196	322	4	3d	3d	NUM
aiti-9196	322	5	three	three	NUM
aiti-9196	322	6	-	-	PUNCT
aiti-9196	322	7	dimensional	dimensional	ADJ
aiti-9196	322	8	�	�	PROPN
aiti-9196	322	9	�	�	PROPN
aiti-9196	322	10	�	�	PROPN
aiti-9196	322	11	modulus	modulus	NOUN
aiti-9196	322	12	of	of	ADP
aiti-9196	322	13	elasticity	elasticity	NOUN
aiti-9196	322	14	anova	anova	VERB
aiti-9196	322	15	analysis	analysis	NOUN
aiti-9196	322	16	of	of	ADP
aiti-9196	322	17	variance	variance	NOUN
aiti-9196	322	18	�	�	PROPN
aiti-9196	322	19	�	�	PROPN
aiti-9196	322	20	�	�	PROPN
aiti-9196	322	21	cracking	crack	VERB
aiti-9196	322	22	strain	strain	NOUN
aiti-9196	322	23	cdp	cdp	VERB
aiti-9196	322	24	concrete	concrete	ADJ
aiti-9196	322	25	damage	damage	NOUN
aiti-9196	322	26	plasticity	plasticity	NOUN
aiti-9196	322	27	�	�	PROPN
aiti-9196	322	28	�	�	PROPN
aiti-9196	322	29	grades	grade	NOUN
aiti-9196	322	30	of	of	ADP
aiti-9196	322	31	concrete	concrete	ADJ
aiti-9196	322	32	doe	doe	NOUN
aiti-9196	322	33	design	design	NOUN
aiti-9196	322	34	of	of	ADP
aiti-9196	322	35	experiments	experiment	NOUN
aiti-9196	322	36	�	�	PROPN
aiti-9196	322	37	�	�	PROPN
aiti-9196	322	38	�	�	PROPN
aiti-9196	322	39	cylindrical	cylindrical	ADJ
aiti-9196	322	40	compressive	compressive	PROPN
aiti-9196	322	41	strength	strength	PROPN
aiti-9196	322	42	fe	fe	X
aiti-9196	322	43	finite	finite	PROPN
aiti-9196	322	44	element	element	PROPN
aiti-9196	322	45	�	�	PROPN
aiti-9196	322	46	�	�	PROPN
aiti-9196	322	47	�	�	PROPN
aiti-9196	322	48	concrete	concrete	ADJ
aiti-9196	322	49	tensile	tensile	NOUN
aiti-9196	322	50	strength	strength	NOUN
aiti-9196	322	51	pph	pph	PROPN
aiti-9196	322	52	pennon	pennon	PROPN
aiti-9196	322	53	plate	plate	NOUN
aiti-9196	322	54	-	-	PUNCT
aiti-9196	322	55	headed	head	VERB
aiti-9196	322	56	�	�	PROPN
aiti-9196	322	57	�	�	PROPN
aiti-9196	322	58	�	�	PROPN
aiti-9196	322	59	cube	cube	NOUN
aiti-9196	322	60	compressive	compressive	PROPN
aiti-9196	322	61	strength	strength	NOUN
aiti-9196	322	62	of	of	ADP
aiti-9196	322	63	concrete	concrete	ADJ
aiti-9196	322	64	rc	rc	PROPN
aiti-9196	322	65	reinforced	reinforce	VERB
aiti-9196	322	66	concrete	concrete	ADJ
aiti-9196	322	67	h	h	NOUN
aiti-9196	322	68	height	height	NOUN
aiti-9196	322	69	of	of	ADP
aiti-9196	322	70	pennon	pennon	NOUN
aiti-9196	322	71	plate	plate	NOUN
aiti-9196	322	72	d	d	NOUN
aiti-9196	322	73	damage	damage	NOUN
aiti-9196	322	74	variable	variable	NOUN
aiti-9196	322	75	k	k	PROPN
aiti-9196	322	76	deviatoric	deviatoric	PROPN
aiti-9196	322	77	cross	cross	NOUN
aiti-9196	322	78	-	-	NOUN
aiti-9196	322	79	section	section	ADJ
aiti-9196	322	80	parameter	parameter	NOUN
aiti-9196	322	81	dc	dc	PROPN
aiti-9196	322	82	compression	compression	PROPN
aiti-9196	322	83	damage	damage	NOUN
aiti-9196	322	84	t	t	PROPN
aiti-9196	322	85	pennon	pennon	NOUN
aiti-9196	322	86	plate	plate	NOUN
aiti-9196	322	87	thickness	thickness	NOUN
aiti-9196	322	88	dt	dt	NOUN
aiti-9196	322	89	tension	tension	NOUN
aiti-9196	322	90	damage	damage	NOUN
aiti-9196	322	91	�	�	PROPN
aiti-9196	322	92	�	�	PROPN
aiti-9196	322	93	ultimate	ultimate	ADJ
aiti-9196	322	94	stress	stress	NOUN
aiti-9196	322	95	d	d	PROPN
aiti-9196	322	96	stud	stud	NOUN
aiti-9196	322	97	diameter	diameter	NOUN
aiti-9196	322	98	�	�	PROPN
aiti-9196	322	99	�	�	PROPN
aiti-9196	322	100	yield	yield	VERB
aiti-9196	323	1	stress	stress	NOUN
aiti-9196	323	2	sbc	sbc	PROPN
aiti-9196	323	3	symmetric	symmetric	ADJ
aiti-9196	323	4	boundary	boundary	ADJ
aiti-9196	323	5	condition	condition	NOUN
aiti-9196	324	1	p	p	X
aiti-9196	324	2	ultimate	ultimate	ADJ
aiti-9196	324	3	load	load	NOUN
aiti-9196	324	4	per	per	ADP
aiti-9196	324	5	stud	stud	NOUN
aiti-9196	324	6	h	h	NOUN
aiti-9196	324	7	total	total	ADJ
aiti-9196	324	8	height	height	NOUN
aiti-9196	324	9	of	of	ADP
aiti-9196	324	10	pph	pph	PROPN
aiti-9196	324	11	stud	stud	PROPN
aiti-9196	324	12	conflicts	conflict	NOUN
aiti-9196	324	13	of	of	ADP
aiti-9196	324	14	interest	interest	NOUN
aiti-9196	324	15	the	the	DET
aiti-9196	324	16	authors	author	NOUN
aiti-9196	324	17	declare	declare	VERB
aiti-9196	324	18	no	no	DET
aiti-9196	324	19	conflict	conflict	NOUN
aiti-9196	324	20	of	of	ADP
aiti-9196	324	21	interest	interest	NOUN
aiti-9196	324	22	.	.	PUNCT
aiti-9196	325	1	references	reference	NOUN
aiti-9196	325	2	[	[	X
aiti-9196	325	3	1	1	NUM
aiti-9196	325	4	]	]	PUNCT
aiti-9196	325	5	r.	r.	PROPN
aiti-9196	325	6	t.	t.	PROPN
aiti-9196	325	7	pardeshi	pardeshi	PROPN
aiti-9196	325	8	and	and	CCONJ
aiti-9196	325	9	y.	y.	PROPN
aiti-9196	325	10	d.	d.	PROPN
aiti-9196	325	11	patil	patil	PROPN
aiti-9196	325	12	,	,	PUNCT
aiti-9196	325	13	“	"	PUNCT
aiti-9196	325	14	review	review	NOUN
aiti-9196	325	15	of	of	ADP
aiti-9196	325	16	various	various	ADJ
aiti-9196	325	17	shear	shear	NOUN
aiti-9196	325	18	connectors	connector	NOUN
aiti-9196	325	19	in	in	ADP
aiti-9196	325	20	composite	composite	ADJ
aiti-9196	325	21	structures	structure	NOUN
aiti-9196	325	22	,	,	PUNCT
aiti-9196	325	23	”	"	PUNCT
aiti-9196	325	24	advanced	advanced	ADJ
aiti-9196	325	25	steel	steel	NOUN
aiti-9196	325	26	construction	construction	NOUN
aiti-9196	325	27	,	,	PUNCT
aiti-9196	325	28	vol	vol	NOUN
aiti-9196	325	29	.	.	PROPN
aiti-9196	325	30	17	17	NUM
aiti-9196	325	31	,	,	PUNCT
aiti-9196	325	32	no	no	INTJ
aiti-9196	325	33	.	.	NOUN
aiti-9196	325	34	4	4	NUM
aiti-9196	325	35	,	,	PUNCT
aiti-9196	325	36	pp	pp	ADJ
aiti-9196	325	37	.	.	PUNCT
aiti-9196	326	1	394	394	NUM
aiti-9196	326	2	-	-	SYM
aiti-9196	326	3	402	402	NUM
aiti-9196	326	4	,	,	PUNCT
aiti-9196	326	5	december	december	PROPN
aiti-9196	326	6	2021	2021	NUM
aiti-9196	326	7	.	.	PUNCT
aiti-9196	327	1	[	[	X
aiti-9196	327	2	2	2	X
aiti-9196	327	3	]	]	PUNCT
aiti-9196	327	4	j.	j.	PROPN
aiti-9196	327	5	g.	g.	PROPN
aiti-9196	327	6	ollgaard	ollgaard	PROPN
aiti-9196	327	7	,	,	PUNCT
aiti-9196	327	8	r.	r.	PROPN
aiti-9196	327	9	g.	g.	PROPN
aiti-9196	327	10	slutter	slutter	PROPN
aiti-9196	327	11	,	,	PUNCT
aiti-9196	327	12	and	and	CCONJ
aiti-9196	327	13	john	john	PROPN
aiti-9196	327	14	w.	w.	PROPN
aiti-9196	327	15	fisher	fisher	PROPN
aiti-9196	327	16	,	,	PUNCT
aiti-9196	327	17	“	"	PUNCT
aiti-9196	327	18	shear	shear	NOUN
aiti-9196	327	19	strength	strength	NOUN
aiti-9196	327	20	of	of	ADP
aiti-9196	327	21	stud	stud	NOUN
aiti-9196	327	22	connectors	connector	NOUN
aiti-9196	327	23	in	in	ADP
aiti-9196	327	24	lightweight	lightweight	ADJ
aiti-9196	327	25	and	and	CCONJ
aiti-9196	327	26	normal	normal	ADJ
aiti-9196	327	27	weight	weight	NOUN
aiti-9196	327	28	concrete	concrete	NOUN
aiti-9196	327	29	,	,	PUNCT
aiti-9196	327	30	”	"	PUNCT
aiti-9196	327	31	engineering	engineering	NOUN
aiti-9196	327	32	journal	journal	NOUN
aiti-9196	327	33	,	,	PUNCT
aiti-9196	327	34	american	american	PROPN
aiti-9196	327	35	institute	institute	PROPN
aiti-9196	327	36	of	of	ADP
aiti-9196	327	37	steel	steel	NOUN
aiti-9196	327	38	construction	construction	NOUN
aiti-9196	327	39	,	,	PUNCT
aiti-9196	327	40	vol	vol	NOUN
aiti-9196	327	41	.	.	PROPN
aiti-9196	327	42	8	8	NUM
aiti-9196	327	43	,	,	PUNCT
aiti-9196	327	44	pp	pp	ADJ
aiti-9196	327	45	.	.	PUNCT
aiti-9196	328	1	55	55	NUM
aiti-9196	328	2	-	-	SYM
aiti-9196	328	3	64	64	NUM
aiti-9196	328	4	,	,	PUNCT
aiti-9196	328	5	april	april	PROPN
aiti-9196	328	6	1971	1971	NUM
aiti-9196	328	7	.	.	PUNCT
aiti-9196	329	1	[	[	X
aiti-9196	329	2	3	3	NUM
aiti-9196	329	3	]	]	X
aiti-9196	329	4	i.	i.	PROPN
aiti-9196	329	5	m.	m.	PROPN
aiti-9196	329	6	viest	viest	PROPN
aiti-9196	329	7	,	,	PUNCT
aiti-9196	329	8	“	"	PUNCT
aiti-9196	329	9	investigation	investigation	NOUN
aiti-9196	329	10	of	of	ADP
aiti-9196	329	11	stud	stud	NOUN
aiti-9196	329	12	shear	shear	PROPN
aiti-9196	329	13	connectors	connector	NOUN
aiti-9196	329	14	for	for	ADP
aiti-9196	329	15	composite	composite	ADJ
aiti-9196	329	16	concrete	concrete	NOUN
aiti-9196	329	17	and	and	CCONJ
aiti-9196	329	18	steel	steel	NOUN
aiti-9196	329	19	t	t	NOUN
aiti-9196	329	20	-	-	PUNCT
aiti-9196	329	21	beams	beam	NOUN
aiti-9196	329	22	,	,	PUNCT
aiti-9196	329	23	”	"	PUNCT
aiti-9196	329	24	aci	aci	PROPN
aiti-9196	329	25	journal	journal	PROPN
aiti-9196	329	26	proceedings	proceeding	NOUN
aiti-9196	329	27	,	,	PUNCT
aiti-9196	329	28	vol	vol	NOUN
aiti-9196	329	29	.	.	PROPN
aiti-9196	330	1	52	52	NUM
aiti-9196	330	2	,	,	PUNCT
aiti-9196	330	3	no	no	INTJ
aiti-9196	330	4	.	.	NOUN
aiti-9196	330	5	4	4	NUM
aiti-9196	330	6	,	,	PUNCT
aiti-9196	330	7	pp	pp	ADJ
aiti-9196	330	8	.	.	PUNCT
aiti-9196	331	1	875	875	NUM
aiti-9196	331	2	-	-	SYM
aiti-9196	331	3	892	892	NUM
aiti-9196	331	4	,	,	PUNCT
aiti-9196	331	5	april	april	PROPN
aiti-9196	331	6	1956	1956	NUM
aiti-9196	331	7	.	.	PUNCT
aiti-9196	332	1	[	[	X
aiti-9196	332	2	4	4	NUM
aiti-9196	332	3	]	]	X
aiti-9196	332	4	q.	q.	PROPN
aiti-9196	332	5	sun	sun	PROPN
aiti-9196	332	6	,	,	PUNCT
aiti-9196	332	7	x.	x.	PROPN
aiti-9196	332	8	nie	nie	PROPN
aiti-9196	332	9	,	,	PUNCT
aiti-9196	332	10	m.	m.	NOUN
aiti-9196	332	11	d.	d.	PROPN
aiti-9196	332	12	denavit	denavit	PROPN
aiti-9196	332	13	,	,	PUNCT
aiti-9196	332	14	j.	j.	PROPN
aiti-9196	332	15	s.	s.	PROPN
aiti-9196	332	16	fan	fan	PROPN
aiti-9196	332	17	,	,	PUNCT
aiti-9196	332	18	and	and	CCONJ
aiti-9196	332	19	w.	w.	PROPN
aiti-9196	332	20	liu	liu	PROPN
aiti-9196	332	21	,	,	PUNCT
aiti-9196	332	22	“	"	PUNCT
aiti-9196	332	23	monotonic	monotonic	ADJ
aiti-9196	332	24	and	and	CCONJ
aiti-9196	332	25	cyclic	cyclic	ADJ
aiti-9196	332	26	behavior	behavior	NOUN
aiti-9196	332	27	of	of	ADP
aiti-9196	332	28	headed	head	VERB
aiti-9196	332	29	steel	steel	NOUN
aiti-9196	332	30	stud	stud	NOUN
aiti-9196	332	31	anchors	anchor	NOUN
aiti-9196	332	32	welded	weld	VERB
aiti-9196	332	33	through	through	ADP
aiti-9196	332	34	profiled	profile	VERB
aiti-9196	332	35	steel	steel	NOUN
aiti-9196	332	36	deck	deck	NOUN
aiti-9196	332	37	,	,	PUNCT
aiti-9196	332	38	”	"	PUNCT
aiti-9196	332	39	journal	journal	NOUN
aiti-9196	332	40	of	of	ADP
aiti-9196	332	41	constructional	constructional	ADJ
aiti-9196	332	42	steel	steel	NOUN
aiti-9196	332	43	research	research	NOUN
aiti-9196	332	44	,	,	PUNCT
aiti-9196	332	45	vol	vol	NOUN
aiti-9196	332	46	.	.	PROPN
aiti-9196	332	47	157	157	NUM
aiti-9196	332	48	,	,	PUNCT
aiti-9196	332	49	pp	pp	ADJ
aiti-9196	332	50	.	.	PUNCT
aiti-9196	333	1	121	121	NUM
aiti-9196	333	2	-	-	SYM
aiti-9196	333	3	131	131	NUM
aiti-9196	333	4	,	,	PUNCT
aiti-9196	333	5	june	june	PROPN
aiti-9196	333	6	2019	2019	NUM
aiti-9196	333	7	.	.	PUNCT
aiti-9196	334	1	[	[	X
aiti-9196	334	2	5	5	X
aiti-9196	334	3	]	]	PUNCT
aiti-9196	334	4	w.	w.	PROPN
aiti-9196	334	5	q.	q.	PROPN
aiti-9196	334	6	deng	deng	PROPN
aiti-9196	334	7	,	,	PUNCT
aiti-9196	334	8	j.	j.	PROPN
aiti-9196	334	9	c.	c.	PROPN
aiti-9196	334	10	gu	gu	PROPN
aiti-9196	334	11	,	,	PUNCT
aiti-9196	334	12	d.	d.	PROPN
aiti-9196	334	13	liu	liu	PROPN
aiti-9196	334	14	,	,	PUNCT
aiti-9196	334	15	j.	j.	PROPN
aiti-9196	334	16	hu	hu	PROPN
aiti-9196	334	17	,	,	PUNCT
aiti-9196	334	18	and	and	CCONJ
aiti-9196	334	19	j.	j.	PROPN
aiti-9196	334	20	d.	d.	PROPN
aiti-9196	334	21	zhang	zhang	PROPN
aiti-9196	334	22	,	,	PUNCT
aiti-9196	334	23	“	"	PUNCT
aiti-9196	334	24	study	study	NOUN
aiti-9196	334	25	of	of	ADP
aiti-9196	334	26	single	single	ADJ
aiti-9196	334	27	perfobond	perfobond	ADJ
aiti-9196	334	28	rib	rib	NOUN
aiti-9196	334	29	with	with	ADP
aiti-9196	334	30	head	head	NOUN
aiti-9196	334	31	stud	stud	NOUN
aiti-9196	334	32	shear	shear	PROPN
aiti-9196	334	33	connectors	connector	NOUN
aiti-9196	334	34	for	for	ADP
aiti-9196	334	35	a	a	DET
aiti-9196	334	36	composite	composite	ADJ
aiti-9196	334	37	structure	structure	NOUN
aiti-9196	334	38	,	,	PUNCT
aiti-9196	334	39	”	"	PUNCT
aiti-9196	334	40	magazine	magazine	NOUN
aiti-9196	334	41	of	of	ADP
aiti-9196	334	42	concrete	concrete	ADJ
aiti-9196	334	43	research	research	NOUN
aiti-9196	334	44	,	,	PUNCT
aiti-9196	334	45	vol	vol	NOUN
aiti-9196	334	46	.	.	PROPN
aiti-9196	335	1	71	71	NUM
aiti-9196	335	2	,	,	PUNCT
aiti-9196	335	3	no	no	INTJ
aiti-9196	335	4	.	.	NOUN
aiti-9196	335	5	17	17	NUM
aiti-9196	335	6	,	,	PUNCT
aiti-9196	335	7	pp	pp	ADJ
aiti-9196	335	8	.	.	PUNCT
aiti-9196	336	1	920	920	NUM
aiti-9196	336	2	-	-	SYM
aiti-9196	336	3	934	934	NUM
aiti-9196	336	4	,	,	PUNCT
aiti-9196	336	5	september	september	PROPN
aiti-9196	336	6	2019	2019	NUM
aiti-9196	336	7	.	.	PUNCT
aiti-9196	337	1	[	[	X
aiti-9196	337	2	6	6	NUM
aiti-9196	337	3	]	]	PUNCT
aiti-9196	337	4	m.	m.	NOUN
aiti-9196	337	5	konrad	konrad	PROPN
aiti-9196	337	6	and	and	CCONJ
aiti-9196	337	7	u.	u.	PROPN
aiti-9196	337	8	kuhlmann	kuhlmann	PROPN
aiti-9196	337	9	,	,	PUNCT
aiti-9196	337	10	“	"	PUNCT
aiti-9196	337	11	headed	head	VERB
aiti-9196	337	12	studs	stud	NOUN
aiti-9196	337	13	used	use	VERB
aiti-9196	337	14	in	in	ADP
aiti-9196	337	15	trapezoidal	trapezoidal	ADJ
aiti-9196	337	16	steel	steel	NOUN
aiti-9196	337	17	sheeting	sheeting	NOUN
aiti-9196	337	18	according	accord	VERB
aiti-9196	337	19	to	to	PART
aiti-9196	337	20	eurocode	eurocode	VERB
aiti-9196	337	21	4	4	NUM
aiti-9196	337	22	,	,	PUNCT
aiti-9196	337	23	”	"	PUNCT
aiti-9196	337	24	structural	structural	ADJ
aiti-9196	337	25	engineering	engineering	NOUN
aiti-9196	337	26	international	international	ADJ
aiti-9196	337	27	:	:	PUNCT
aiti-9196	337	28	journal	journal	NOUN
aiti-9196	337	29	of	of	ADP
aiti-9196	337	30	the	the	DET
aiti-9196	337	31	international	international	ADJ
aiti-9196	337	32	association	association	NOUN
aiti-9196	337	33	for	for	ADP
aiti-9196	337	34	bridge	bridge	NOUN
aiti-9196	337	35	and	and	CCONJ
aiti-9196	337	36	structural	structural	ADJ
aiti-9196	337	37	engineering	engineering	NOUN
aiti-9196	337	38	,	,	PUNCT
aiti-9196	337	39	vol	vol	NOUN
aiti-9196	337	40	.	.	PROPN
aiti-9196	337	41	19	19	NUM
aiti-9196	337	42	,	,	PUNCT
aiti-9196	337	43	no	no	INTJ
aiti-9196	337	44	.	.	NOUN
aiti-9196	337	45	4	4	NUM
aiti-9196	337	46	,	,	PUNCT
aiti-9196	337	47	pp	pp	ADJ
aiti-9196	337	48	.	.	PUNCT
aiti-9196	338	1	420	420	NUM
aiti-9196	338	2	-	-	SYM
aiti-9196	338	3	426	426	NUM
aiti-9196	338	4	,	,	PUNCT
aiti-9196	338	5	2009	2009	NUM
aiti-9196	338	6	.	.	PUNCT
aiti-9196	339	1	advances	advance	NOUN
aiti-9196	339	2	in	in	ADP
aiti-9196	339	3	technology	technology	NOUN
aiti-9196	339	4	innovation	innovation	NOUN
aiti-9196	339	5	,	,	PUNCT
aiti-9196	339	6	vol	vol	NOUN
aiti-9196	339	7	.	.	PROPN
aiti-9196	339	8	8	8	NUM
aiti-9196	339	9	,	,	PUNCT
aiti-9196	339	10	no	no	INTJ
aiti-9196	339	11	.	.	NOUN
aiti-9196	339	12	3	3	NUM
aiti-9196	339	13	,	,	PUNCT
aiti-9196	339	14	2023	2023	NUM
aiti-9196	339	15	,	,	PUNCT
aiti-9196	339	16	pp	pp	ADJ
aiti-9196	339	17	.	.	PUNCT
aiti-9196	340	1	177	177	NUM
aiti-9196	340	2	-	-	SYM
aiti-9196	340	3	191	191	NUM
aiti-9196	340	4	191	191	NUM
aiti-9196	341	1	[	[	X
aiti-9196	341	2	7	7	NUM
aiti-9196	341	3	]	]	PUNCT
aiti-9196	341	4	l.	l.	PROPN
aiti-9196	341	5	z.	z.	PROPN
aiti-9196	341	6	chen	chen	PROPN
aiti-9196	341	7	,	,	PUNCT
aiti-9196	341	8	g.	g.	PROPN
aiti-9196	341	9	ranzi	ranzi	PROPN
aiti-9196	341	10	,	,	PUNCT
aiti-9196	341	11	s.	s.	PROPN
aiti-9196	341	12	c.	c.	PROPN
aiti-9196	341	13	jiang	jiang	PROPN
aiti-9196	341	14	,	,	PUNCT
aiti-9196	341	15	f.	f.	PROPN
aiti-9196	341	16	tahmasebinia	tahmasebinia	PROPN
aiti-9196	341	17	,	,	PUNCT
aiti-9196	341	18	and	and	CCONJ
aiti-9196	341	19	g.	g.	PROPN
aiti-9196	341	20	o.	o.	PROPN
aiti-9196	341	21	li	li	PROPN
aiti-9196	341	22	,	,	PUNCT
aiti-9196	341	23	“	"	PUNCT
aiti-9196	341	24	performance	performance	NOUN
aiti-9196	341	25	and	and	CCONJ
aiti-9196	341	26	design	design	NOUN
aiti-9196	341	27	of	of	ADP
aiti-9196	341	28	shear	shear	NOUN
aiti-9196	341	29	connectors	connector	NOUN
aiti-9196	341	30	in	in	ADP
aiti-9196	341	31	composite	composite	ADJ
aiti-9196	341	32	beams	beam	NOUN
aiti-9196	341	33	with	with	ADP
aiti-9196	341	34	parallel	parallel	ADJ
aiti-9196	341	35	profiled	profile	VERB
aiti-9196	341	36	sheeting	sheeting	NOUN
aiti-9196	341	37	at	at	ADP
aiti-9196	341	38	elevated	elevated	ADJ
aiti-9196	341	39	temperatures	temperature	NOUN
aiti-9196	341	40	,	,	PUNCT
aiti-9196	341	41	”	"	PUNCT
aiti-9196	341	42	international	international	ADJ
aiti-9196	341	43	journal	journal	NOUN
aiti-9196	341	44	of	of	ADP
aiti-9196	341	45	steel	steel	NOUN
aiti-9196	341	46	structures	structure	NOUN
aiti-9196	341	47	,	,	PUNCT
aiti-9196	341	48	vol	vol	NOUN
aiti-9196	341	49	.	.	PROPN
aiti-9196	341	50	16	16	NUM
aiti-9196	341	51	,	,	PUNCT
aiti-9196	341	52	no	no	INTJ
aiti-9196	341	53	.	.	NOUN
aiti-9196	341	54	1	1	NUM
aiti-9196	341	55	,	,	PUNCT
aiti-9196	341	56	pp	pp	ADJ
aiti-9196	341	57	.	.	PUNCT
aiti-9196	342	1	217	217	NUM
aiti-9196	342	2	-	-	SYM
aiti-9196	342	3	229	229	NUM
aiti-9196	342	4	,	,	PUNCT
aiti-9196	342	5	march	march	PROPN
aiti-9196	342	6	2016	2016	NUM
aiti-9196	342	7	.	.	PUNCT
aiti-9196	343	1	[	[	X
aiti-9196	343	2	8	8	NUM
aiti-9196	343	3	]	]	PUNCT
aiti-9196	343	4	eurocode	eurocode	VERB
aiti-9196	343	5	4	4	NUM
aiti-9196	343	6	:	:	PUNCT
aiti-9196	343	7	design	design	NOUN
aiti-9196	343	8	of	of	ADP
aiti-9196	343	9	composite	composite	ADJ
aiti-9196	343	10	steel	steel	NOUN
aiti-9196	343	11	and	and	CCONJ
aiti-9196	343	12	concrete	concrete	ADJ
aiti-9196	343	13	structures	structure	NOUN
aiti-9196	343	14	–	–	PUNCT
aiti-9196	343	15	part	part	NOUN
aiti-9196	343	16	1	1	NUM
aiti-9196	343	17	-	-	SYM
aiti-9196	343	18	1	1	NUM
aiti-9196	343	19	:	:	PUNCT
aiti-9196	343	20	general	general	ADJ
aiti-9196	343	21	rules	rule	NOUN
aiti-9196	343	22	and	and	CCONJ
aiti-9196	343	23	rules	rule	NOUN
aiti-9196	343	24	for	for	ADP
aiti-9196	343	25	buildings	building	NOUN
aiti-9196	343	26	,	,	PUNCT
aiti-9196	343	27	en	en	ADP
aiti-9196	343	28	1994	1994	NUM
aiti-9196	343	29	-	-	SYM
aiti-9196	343	30	1	1	NUM
aiti-9196	343	31	-	-	SYM
aiti-9196	343	32	1	1	NUM
aiti-9196	343	33	,	,	PUNCT
aiti-9196	343	34	2004	2004	NUM
aiti-9196	343	35	.	.	PUNCT
aiti-9196	344	1	[	[	X
aiti-9196	344	2	9	9	NUM
aiti-9196	344	3	]	]	X
aiti-9196	344	4	y.	y.	PROPN
aiti-9196	344	5	imagawa	imagawa	PROPN
aiti-9196	344	6	,	,	PUNCT
aiti-9196	344	7	o.	o.	PROPN
aiti-9196	344	8	ohyama	ohyama	PROPN
aiti-9196	344	9	,	,	PUNCT
aiti-9196	344	10	and	and	CCONJ
aiti-9196	344	11	a.	a.	NOUN
aiti-9196	344	12	kurita	kurita	PROPN
aiti-9196	344	13	,	,	PUNCT
aiti-9196	344	14	“	"	PUNCT
aiti-9196	344	15	mechanical	mechanical	ADJ
aiti-9196	344	16	properties	property	NOUN
aiti-9196	344	17	of	of	ADP
aiti-9196	344	18	shear	shear	NOUN
aiti-9196	344	19	stud	stud	NOUN
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aiti-9196	344	21	and	and	CCONJ
aiti-9196	344	22	after	after	ADP
aiti-9196	344	23	fire	fire	NOUN
aiti-9196	344	24	,	,	PUNCT
aiti-9196	344	25	”	"	PUNCT
aiti-9196	344	26	structural	structural	ADJ
aiti-9196	344	27	engineering	engineering	NOUN
aiti-9196	344	28	international	international	ADJ
aiti-9196	344	29	,	,	PUNCT
aiti-9196	344	30	vol	vol	NOUN
aiti-9196	344	31	.	.	PROPN
aiti-9196	344	32	22	22	NUM
aiti-9196	344	33	,	,	PUNCT
aiti-9196	344	34	no	no	INTJ
aiti-9196	344	35	.	.	NOUN
aiti-9196	344	36	4	4	NUM
aiti-9196	344	37	,	,	PUNCT
aiti-9196	344	38	pp	pp	ADJ
aiti-9196	344	39	.	.	PUNCT
aiti-9196	345	1	487	487	NUM
aiti-9196	345	2	-	-	SYM
aiti-9196	345	3	492	492	NUM
aiti-9196	345	4	,	,	PUNCT
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aiti-9196	345	6	.	.	PUNCT
aiti-9196	346	1	[	[	X
aiti-9196	346	2	10	10	NUM
aiti-9196	346	3	]	]	X
aiti-9196	346	4	c.	c.	PROPN
aiti-9196	346	5	s.	s.	PROPN
aiti-9196	346	6	shim	shim	PROPN
aiti-9196	346	7	and	and	CCONJ
aiti-9196	346	8	d.	d.	PROPN
aiti-9196	346	9	w.	w.	PROPN
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aiti-9196	346	11	,	,	PUNCT
aiti-9196	346	12	“	"	PUNCT
aiti-9196	346	13	structural	structural	ADJ
aiti-9196	346	14	performance	performance	NOUN
aiti-9196	346	15	of	of	ADP
aiti-9196	346	16	composite	composite	ADJ
aiti-9196	346	17	joints	joint	NOUN
aiti-9196	346	18	using	use	VERB
aiti-9196	346	19	bent	bent	ADJ
aiti-9196	346	20	studs	stud	NOUN
aiti-9196	346	21	,	,	PUNCT
aiti-9196	346	22	”	"	PUNCT
aiti-9196	346	23	international	international	ADJ
aiti-9196	346	24	journal	journal	NOUN
aiti-9196	346	25	of	of	ADP
aiti-9196	346	26	steel	steel	NOUN
aiti-9196	346	27	structures	structure	NOUN
aiti-9196	346	28	,	,	PUNCT
aiti-9196	346	29	vol	vol	NOUN
aiti-9196	346	30	.	.	PROPN
aiti-9196	346	31	10	10	NUM
aiti-9196	346	32	,	,	PUNCT
aiti-9196	346	33	no	no	INTJ
aiti-9196	346	34	.	.	NOUN
aiti-9196	346	35	1	1	NUM
aiti-9196	346	36	,	,	PUNCT
aiti-9196	346	37	pp	pp	ADJ
aiti-9196	346	38	.	.	PUNCT
aiti-9196	347	1	1	1	NUM
aiti-9196	347	2	-	-	SYM
aiti-9196	347	3	13	13	NUM
aiti-9196	347	4	,	,	PUNCT
aiti-9196	347	5	march	march	PROPN
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aiti-9196	347	7	.	.	PUNCT
aiti-9196	348	1	[	[	X
aiti-9196	348	2	11	11	NUM
aiti-9196	348	3	]	]	PUNCT
aiti-9196	348	4	a.	a.	PROPN
aiti-9196	348	5	s.	s.	PROPN
aiti-9196	348	6	h.	h.	PROPN
aiti-9196	348	7	suwaed	suwaed	PROPN
aiti-9196	348	8	and	and	CCONJ
aiti-9196	348	9	t.	t.	PROPN
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aiti-9196	348	12	,	,	PUNCT
aiti-9196	348	13	“	"	PUNCT
aiti-9196	348	14	novel	novel	ADJ
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aiti-9196	348	16	shear	shear	NOUN
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aiti-9196	348	21	,	,	PUNCT
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aiti-9196	348	36	of	of	ADP
aiti-9196	348	37	bridge	bridge	PROPN
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aiti-9196	348	39	,	,	PUNCT
aiti-9196	348	40	vol	vol	NOUN
aiti-9196	348	41	.	.	PROPN
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aiti-9196	348	43	,	,	PUNCT
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aiti-9196	348	45	.	.	NOUN
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aiti-9196	348	47	,	,	PUNCT
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aiti-9196	348	50	.	.	PROPN
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aiti-9196	348	52	,	,	PUNCT
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aiti-9196	348	55	.	.	PUNCT
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aiti-9196	349	30	,	,	PUNCT
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aiti-9196	349	37	,	,	PUNCT
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aiti-9196	349	39	.	.	PROPN
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aiti-9196	349	41	,	,	PUNCT
aiti-9196	349	42	article	article	NOUN
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aiti-9196	349	44	.	.	PROPN
aiti-9196	349	45	106152	106152	NUM
aiti-9196	349	46	,	,	PUNCT
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aiti-9196	349	49	.	.	PUNCT
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aiti-9196	350	2	13	13	NUM
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aiti-9196	350	4	s.	s.	PROPN
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aiti-9196	350	13	,	,	PUNCT
aiti-9196	350	14	and	and	CCONJ
aiti-9196	350	15	x.	x.	PROPN
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aiti-9196	350	22	welded	weld	VERB
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aiti-9196	350	28	composite	composite	ADJ
aiti-9196	350	29	beams	beam	NOUN
aiti-9196	350	30	,	,	PUNCT
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aiti-9196	350	35	steel	steel	NOUN
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aiti-9196	350	37	,	,	PUNCT
aiti-9196	350	38	vol	vol	NOUN
aiti-9196	350	39	.	.	PROPN
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aiti-9196	350	41	,	,	PUNCT
aiti-9196	350	42	pp	pp	ADJ
aiti-9196	350	43	.	.	PUNCT
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aiti-9196	351	2	-	-	SYM
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aiti-9196	351	7	.	.	PUNCT
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aiti-9196	352	4	f.	f.	PROPN
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aiti-9196	352	6	,	,	PUNCT
aiti-9196	352	7	y.	y.	PROPN
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aiti-9196	352	10	,	,	PUNCT
aiti-9196	352	11	zh	zh	PROPN
aiti-9196	352	12	.	.	PROPN
aiti-9196	352	13	b.	b.	PROPN
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aiti-9196	352	16	and	and	CCONJ
aiti-9196	352	17	h.	h.	PROPN
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aiti-9196	352	22	shear	shear	NOUN
aiti-9196	352	23	performance	performance	NOUN
aiti-9196	352	24	of	of	ADP
aiti-9196	352	25	a	a	DET
aiti-9196	352	26	novel	novel	ADJ
aiti-9196	352	27	demountable	demountable	ADJ
aiti-9196	352	28	steel	steel	NOUN
aiti-9196	352	29	-	-	PUNCT
aiti-9196	352	30	concrete	concrete	NOUN
aiti-9196	352	31	bolted	bolt	VERB
aiti-9196	352	32	connector	connector	NOUN
aiti-9196	352	33	under	under	ADP
aiti-9196	352	34	static	static	ADJ
aiti-9196	352	35	push	push	VERB
aiti-9196	352	36	-	-	PUNCT
aiti-9196	352	37	out	out	ADP
aiti-9196	352	38	tests	test	NOUN
aiti-9196	352	39	,	,	PUNCT
aiti-9196	352	40	”	"	PUNCT
aiti-9196	352	41	engineering	engineering	NOUN
aiti-9196	352	42	structures	structure	NOUN
aiti-9196	352	43	,	,	PUNCT
aiti-9196	352	44	vol	vol	NOUN
aiti-9196	352	45	.	.	PROPN
aiti-9196	352	46	160	160	NUM
aiti-9196	352	47	,	,	PUNCT
aiti-9196	352	48	pp	pp	ADJ
aiti-9196	352	49	.	.	PUNCT
aiti-9196	353	1	133	133	NUM
aiti-9196	353	2	-	-	SYM
aiti-9196	353	3	146	146	NUM
aiti-9196	353	4	,	,	PUNCT
aiti-9196	353	5	april	april	PROPN
aiti-9196	353	6	2018	2018	NUM
aiti-9196	353	7	.	.	PUNCT
aiti-9196	354	1	[	[	X
aiti-9196	354	2	15	15	NUM
aiti-9196	354	3	]	]	X
aiti-9196	354	4	o.	o.	PROPN
aiti-9196	354	5	mirza	mirza	PROPN
aiti-9196	354	6	and	and	CCONJ
aiti-9196	354	7	b.	b.	PROPN
aiti-9196	354	8	uy	uy	PROPN
aiti-9196	354	9	,	,	PUNCT
aiti-9196	354	10	“	"	PUNCT
aiti-9196	354	11	effects	effect	NOUN
aiti-9196	354	12	of	of	ADP
aiti-9196	354	13	strain	strain	ADJ
aiti-9196	354	14	regimes	regime	NOUN
aiti-9196	354	15	on	on	ADP
aiti-9196	354	16	the	the	DET
aiti-9196	354	17	behaviour	behaviour	NOUN
aiti-9196	354	18	of	of	ADP
aiti-9196	354	19	headed	head	VERB
aiti-9196	354	20	stud	stud	NOUN
aiti-9196	354	21	shear	shear	PROPN
aiti-9196	354	22	connectors	connector	NOUN
aiti-9196	354	23	for	for	ADP
aiti-9196	354	24	composite	composite	ADJ
aiti-9196	354	25	steel	steel	NOUN
aiti-9196	354	26	-	-	PUNCT
aiti-9196	354	27	concrete	concrete	ADJ
aiti-9196	354	28	beams	beam	NOUN
aiti-9196	354	29	,	,	PUNCT
aiti-9196	354	30	”	"	PUNCT
aiti-9196	354	31	advanced	advanced	ADJ
aiti-9196	354	32	steel	steel	NOUN
aiti-9196	354	33	construction	construction	NOUN
aiti-9196	354	34	,	,	PUNCT
aiti-9196	354	35	vol	vol	NOUN
aiti-9196	354	36	.	.	PROPN
aiti-9196	354	37	6	6	NUM
aiti-9196	354	38	,	,	PUNCT
aiti-9196	354	39	no	no	INTJ
aiti-9196	354	40	.	.	NOUN
aiti-9196	354	41	1	1	NUM
aiti-9196	354	42	,	,	PUNCT
aiti-9196	354	43	pp	pp	ADJ
aiti-9196	354	44	.	.	PUNCT
aiti-9196	355	1	635	635	NUM
aiti-9196	355	2	-	-	SYM
aiti-9196	355	3	661	661	NUM
aiti-9196	355	4	,	,	PUNCT
aiti-9196	355	5	2010	2010	NUM
aiti-9196	355	6	.	.	PUNCT
aiti-9196	356	1	[	[	X
aiti-9196	356	2	16	16	NUM
aiti-9196	356	3	]	]	PUNCT
aiti-9196	356	4	j.	j.	PROPN
aiti-9196	356	5	qureshi	qureshi	PROPN
aiti-9196	356	6	,	,	PUNCT
aiti-9196	356	7	d.	d.	PROPN
aiti-9196	356	8	lam	lam	PROPN
aiti-9196	356	9	,	,	PUNCT
aiti-9196	356	10	and	and	CCONJ
aiti-9196	356	11	j.	j.	PROPN
aiti-9196	356	12	q.	q.	PROPN
aiti-9196	356	13	ye	ye	PROPN
aiti-9196	356	14	,	,	PUNCT
aiti-9196	356	15	“	"	PUNCT
aiti-9196	356	16	the	the	DET
aiti-9196	356	17	influence	influence	NOUN
aiti-9196	356	18	of	of	ADP
aiti-9196	356	19	profiled	profile	VERB
aiti-9196	356	20	sheeting	sheeting	NOUN
aiti-9196	356	21	thickness	thickness	NOUN
aiti-9196	356	22	and	and	CCONJ
aiti-9196	356	23	shear	shear	NOUN
aiti-9196	356	24	connector	connector	NOUN
aiti-9196	356	25	’s	’s	PART
aiti-9196	356	26	position	position	NOUN
aiti-9196	356	27	on	on	ADP
aiti-9196	356	28	strength	strength	NOUN
aiti-9196	356	29	and	and	CCONJ
aiti-9196	356	30	ductility	ductility	NOUN
aiti-9196	356	31	of	of	ADP
aiti-9196	356	32	headed	head	VERB
aiti-9196	356	33	shear	shear	NOUN
aiti-9196	356	34	connector	connector	NOUN
aiti-9196	356	35	,	,	PUNCT
aiti-9196	356	36	”	"	PUNCT
aiti-9196	356	37	engineering	engineering	NOUN
aiti-9196	356	38	structures	structure	NOUN
aiti-9196	356	39	,	,	PUNCT
aiti-9196	356	40	vol	vol	NOUN
aiti-9196	356	41	.	.	PROPN
aiti-9196	356	42	33	33	NUM
aiti-9196	356	43	,	,	PUNCT
aiti-9196	356	44	no	no	INTJ
aiti-9196	356	45	.	.	NOUN
aiti-9196	356	46	5	5	NUM
aiti-9196	356	47	,	,	PUNCT
aiti-9196	356	48	pp	pp	ADJ
aiti-9196	356	49	.	.	PUNCT
aiti-9196	356	50	1643	1643	NUM
aiti-9196	356	51	-	-	SYM
aiti-9196	356	52	1656	1656	NUM
aiti-9196	356	53	,	,	PUNCT
aiti-9196	356	54	may	may	PROPN
aiti-9196	356	55	2011	2011	NUM
aiti-9196	356	56	.	.	PUNCT
aiti-9196	357	1	[	[	X
aiti-9196	357	2	17	17	NUM
aiti-9196	357	3	]	]	X
aiti-9196	357	4	v.	v.	CCONJ
aiti-9196	357	5	vigneri	vigneri	PROPN
aiti-9196	357	6	,	,	PUNCT
aiti-9196	357	7	c.	c.	PROPN
aiti-9196	357	8	odenbreit	odenbreit	PROPN
aiti-9196	357	9	,	,	PUNCT
aiti-9196	357	10	and	and	CCONJ
aiti-9196	357	11	m.	m.	NOUN
aiti-9196	357	12	braun	braun	NOUN
aiti-9196	357	13	,	,	PUNCT
aiti-9196	357	14	“	"	PUNCT
aiti-9196	357	15	numerical	numerical	ADJ
aiti-9196	357	16	evaluation	evaluation	NOUN
aiti-9196	357	17	of	of	ADP
aiti-9196	357	18	the	the	DET
aiti-9196	357	19	plastic	plastic	ADJ
aiti-9196	357	20	hinges	hinge	NOUN
aiti-9196	357	21	developed	develop	VERB
aiti-9196	357	22	in	in	ADP
aiti-9196	357	23	headed	headed	ADJ
aiti-9196	357	24	stud	stud	NOUN
aiti-9196	357	25	shear	shear	PROPN
aiti-9196	357	26	connectors	connector	NOUN
aiti-9196	357	27	in	in	ADP
aiti-9196	357	28	composite	composite	ADJ
aiti-9196	357	29	beams	beam	NOUN
aiti-9196	357	30	with	with	ADP
aiti-9196	357	31	profiled	profile	VERB
aiti-9196	357	32	steel	steel	NOUN
aiti-9196	357	33	sheeting	sheeting	NOUN
aiti-9196	357	34	,	,	PUNCT
aiti-9196	357	35	”	"	PUNCT
aiti-9196	357	36	structures	structure	NOUN
aiti-9196	357	37	,	,	PUNCT
aiti-9196	357	38	vol	vol	NOUN
aiti-9196	357	39	.	.	PROPN
aiti-9196	357	40	21	21	NUM
aiti-9196	357	41	,	,	PUNCT
aiti-9196	357	42	pp	pp	ADJ
aiti-9196	357	43	.	.	PUNCT
aiti-9196	358	1	103	103	NUM
aiti-9196	358	2	-	-	SYM
aiti-9196	358	3	110	110	NUM
aiti-9196	358	4	,	,	PUNCT
aiti-9196	358	5	october	october	PROPN
aiti-9196	358	6	2019	2019	NUM
aiti-9196	358	7	.	.	PUNCT
aiti-9196	359	1	[	[	X
aiti-9196	359	2	18	18	NUM
aiti-9196	359	3	]	]	PUNCT
aiti-9196	359	4	m.	m.	NOUN
aiti-9196	359	5	m.	m.	NOUN
aiti-9196	359	6	mia	mia	PROPN
aiti-9196	359	7	and	and	CCONJ
aiti-9196	359	8	a.	a.	PROPN
aiti-9196	359	9	k.	k.	PROPN
aiti-9196	359	10	bhowmick	bhowmick	PROPN
aiti-9196	359	11	,	,	PUNCT
aiti-9196	359	12	“	"	PUNCT
aiti-9196	359	13	a	a	DET
aiti-9196	359	14	finite	finite	ADJ
aiti-9196	359	15	element	element	NOUN
aiti-9196	359	16	based	base	VERB
aiti-9196	359	17	approach	approach	NOUN
aiti-9196	359	18	for	for	ADP
aiti-9196	359	19	fatigue	fatigue	NOUN
aiti-9196	359	20	life	life	NOUN
aiti-9196	359	21	prediction	prediction	NOUN
aiti-9196	359	22	of	of	ADP
aiti-9196	359	23	headed	headed	ADJ
aiti-9196	359	24	shear	shear	NOUN
aiti-9196	359	25	studs	stud	NOUN
aiti-9196	359	26	,	,	PUNCT
aiti-9196	359	27	”	"	PUNCT
aiti-9196	359	28	structures	structure	NOUN
aiti-9196	359	29	,	,	PUNCT
aiti-9196	359	30	vol	vol	NOUN
aiti-9196	359	31	.	.	PROPN
aiti-9196	359	32	19	19	NUM
aiti-9196	359	33	,	,	PUNCT
aiti-9196	359	34	pp	pp	ADJ
aiti-9196	359	35	.	.	PUNCT
aiti-9196	359	36	161	161	NUM
aiti-9196	359	37	-	-	SYM
aiti-9196	359	38	172	172	NUM
aiti-9196	359	39	,	,	PUNCT
aiti-9196	359	40	june	june	PROPN
aiti-9196	359	41	2019	2019	NUM
aiti-9196	359	42	.	.	PUNCT
aiti-9196	360	1	[	[	X
aiti-9196	360	2	19	19	NUM
aiti-9196	360	3	]	]	X
aiti-9196	360	4	r.	r.	PROPN
aiti-9196	360	5	t.	t.	PROPN
aiti-9196	360	6	pardeshi	pardeshi	PROPN
aiti-9196	360	7	,	,	PUNCT
aiti-9196	360	8	p.	p.	NOUN
aiti-9196	360	9	a.	a.	NOUN
aiti-9196	360	10	singh	singh	PROPN
aiti-9196	360	11	,	,	PUNCT
aiti-9196	360	12	and	and	CCONJ
aiti-9196	360	13	y.	y.	PROPN
aiti-9196	360	14	d.	d.	PROPN
aiti-9196	360	15	patil	patil	PROPN
aiti-9196	360	16	,	,	PUNCT
aiti-9196	360	17	“	"	PUNCT
aiti-9196	360	18	performance	performance	NOUN
aiti-9196	360	19	assessment	assessment	NOUN
aiti-9196	360	20	of	of	ADP
aiti-9196	360	21	innovative	innovative	ADJ
aiti-9196	360	22	concave	concave	NOUN
aiti-9196	360	23	type	type	NOUN
aiti-9196	360	24	shear	shear	NOUN
aiti-9196	360	25	connector	connector	NOUN
aiti-9196	360	26	in	in	ADP
aiti-9196	360	27	a	a	DET
aiti-9196	360	28	composite	composite	ADJ
aiti-9196	360	29	structure	structure	NOUN
aiti-9196	360	30	subjected	subject	VERB
aiti-9196	360	31	to	to	ADP
aiti-9196	360	32	push	push	VERB
aiti-9196	360	33	-	-	PUNCT
aiti-9196	360	34	out	out	ADP
aiti-9196	360	35	loading	loading	NOUN
aiti-9196	360	36	,	,	PUNCT
aiti-9196	360	37	”	"	PUNCT
aiti-9196	360	38	materials	material	NOUN
aiti-9196	360	39	today	today	NOUN
aiti-9196	360	40	:	:	PUNCT
aiti-9196	360	41	proceedings	proceeding	NOUN
aiti-9196	360	42	,	,	PUNCT
aiti-9196	360	43	vol	vol	NOUN
aiti-9196	360	44	.	.	PROPN
aiti-9196	361	1	65	65	NUM
aiti-9196	361	2	,	,	PUNCT
aiti-9196	361	3	no	no	INTJ
aiti-9196	361	4	.	.	NOUN
aiti-9196	361	5	2	2	NUM
aiti-9196	361	6	,	,	PUNCT
aiti-9196	361	7	pp	pp	ADJ
aiti-9196	361	8	.	.	PUNCT
aiti-9196	362	1	676	676	NUM
aiti-9196	362	2	-	-	SYM
aiti-9196	362	3	680	680	NUM
aiti-9196	362	4	,	,	PUNCT
aiti-9196	362	5	2022	2022	NUM
aiti-9196	362	6	.	.	PUNCT
aiti-9196	363	1	[	[	X
aiti-9196	363	2	20	20	NUM
aiti-9196	363	3	]	]	PUNCT
aiti-9196	363	4	“	"	PUNCT
aiti-9196	363	5	abaqus	abaqus	NOUN
aiti-9196	363	6	6.11	6.11	NUM
aiti-9196	363	7	,	,	PUNCT
aiti-9196	363	8	abaqus	abaqus	PROPN
aiti-9196	363	9	/	/	SYM
aiti-9196	363	10	cae	cae	PROPN
aiti-9196	363	11	user	user	NOUN
aiti-9196	363	12	’s	’s	PART
aiti-9196	363	13	manual	manual	NOUN
aiti-9196	363	14	,	,	PUNCT
aiti-9196	363	15	”	"	PUNCT
aiti-9196	363	16	http://130.149.89.49:2080/v6.11/pdf_books/cae.pdf	http://130.149.89.49:2080/v6.11/pdf_books/cae.pdf	NOUN
aiti-9196	363	17	,	,	PUNCT
aiti-9196	363	18	march	march	PROPN
aiti-9196	363	19	01	01	NUM
aiti-9196	363	20	,	,	PUNCT
aiti-9196	363	21	2021	2021	NUM
aiti-9196	363	22	.	.	PUNCT
aiti-9196	364	1	[	[	X
aiti-9196	364	2	21	21	NUM
aiti-9196	364	3	]	]	X
aiti-9196	364	4	h.	h.	PROPN
aiti-9196	364	5	t.	t.	PROPN
aiti-9196	364	6	nguyen	nguyen	PROPN
aiti-9196	364	7	and	and	CCONJ
aiti-9196	364	8	s.	s.	PROPN
aiti-9196	364	9	e.	e.	PROPN
aiti-9196	364	10	kim	kim	PROPN
aiti-9196	364	11	,	,	PUNCT
aiti-9196	364	12	“	"	PUNCT
aiti-9196	364	13	finite	finite	ADJ
aiti-9196	364	14	element	element	NOUN
aiti-9196	364	15	modeling	modeling	NOUN
aiti-9196	364	16	of	of	ADP
aiti-9196	364	17	push	push	NOUN
aiti-9196	364	18	-	-	PUNCT
aiti-9196	364	19	out	out	ADP
aiti-9196	364	20	tests	test	NOUN
aiti-9196	364	21	for	for	ADP
aiti-9196	364	22	large	large	ADJ
aiti-9196	364	23	stud	stud	NOUN
aiti-9196	364	24	shear	shear	NOUN
aiti-9196	364	25	connectors	connector	NOUN
aiti-9196	364	26	,	,	PUNCT
aiti-9196	364	27	”	"	PUNCT
aiti-9196	364	28	journal	journal	NOUN
aiti-9196	364	29	of	of	ADP
aiti-9196	364	30	constructional	constructional	ADJ
aiti-9196	364	31	steel	steel	NOUN
aiti-9196	364	32	research	research	NOUN
aiti-9196	364	33	,	,	PUNCT
aiti-9196	364	34	vol	vol	NOUN
aiti-9196	364	35	.	.	PROPN
aiti-9196	365	1	65	65	NUM
aiti-9196	365	2	,	,	PUNCT
aiti-9196	365	3	no	no	INTJ
aiti-9196	365	4	.	.	NOUN
aiti-9196	366	1	10	10	NUM
aiti-9196	366	2	-	-	SYM
aiti-9196	366	3	11	11	NUM
aiti-9196	366	4	,	,	PUNCT
aiti-9196	366	5	pp	pp	ADJ
aiti-9196	366	6	.	.	PUNCT
aiti-9196	367	1	1909	1909	NUM
aiti-9196	367	2	-	-	SYM
aiti-9196	367	3	1920	1920	NUM
aiti-9196	367	4	,	,	PUNCT
aiti-9196	367	5	october	october	PROPN
aiti-9196	367	6	-	-	PUNCT
aiti-9196	367	7	november	november	PROPN
aiti-9196	367	8	2009	2009	NUM
aiti-9196	367	9	.	.	PUNCT
aiti-9196	368	1	[	[	X
aiti-9196	368	2	22	22	NUM
aiti-9196	368	3	]	]	PUNCT
aiti-9196	368	4	eurocode	eurocode	NOUN
aiti-9196	368	5	2	2	NUM
aiti-9196	368	6	:	:	PUNCT
aiti-9196	368	7	design	design	NOUN
aiti-9196	368	8	of	of	ADP
aiti-9196	368	9	concrete	concrete	ADJ
aiti-9196	368	10	structures	structure	NOUN
aiti-9196	368	11	–	–	PUNCT
aiti-9196	368	12	part	part	NOUN
aiti-9196	368	13	1	1	NUM
aiti-9196	368	14	-	-	SYM
aiti-9196	368	15	1	1	NUM
aiti-9196	368	16	:	:	PUNCT
aiti-9196	368	17	european	european	PROPN
aiti-9196	368	18	committee	committee	PROPN
aiti-9196	368	19	for	for	ADP
aiti-9196	368	20	standardization	standardization	NOUN
aiti-9196	368	21	,	,	PUNCT
aiti-9196	368	22	en	en	ADP
aiti-9196	368	23	1994	1994	NUM
aiti-9196	368	24	-	-	SYM
aiti-9196	368	25	1	1	NUM
aiti-9196	368	26	-	-	SYM
aiti-9196	368	27	1	1	NUM
aiti-9196	368	28	,	,	PUNCT
aiti-9196	368	29	2004	2004	NUM
aiti-9196	368	30	.	.	PUNCT
aiti-9196	369	1	[	[	X
aiti-9196	369	2	23	23	NUM
aiti-9196	369	3	]	]	X
aiti-9196	369	4	e.	e.	PROPN
aiti-9196	369	5	ellobody	ellobody	PROPN
aiti-9196	369	6	,	,	PUNCT
aiti-9196	369	7	b.	b.	PROPN
aiti-9196	369	8	young	young	PROPN
aiti-9196	369	9	,	,	PUNCT
aiti-9196	369	10	and	and	CCONJ
aiti-9196	369	11	d.	d.	PROPN
aiti-9196	369	12	lam	lam	PROPN
aiti-9196	369	13	,	,	PUNCT
aiti-9196	369	14	“	"	PUNCT
aiti-9196	369	15	behaviour	behaviour	NOUN
aiti-9196	369	16	of	of	ADP
aiti-9196	369	17	normal	normal	ADJ
aiti-9196	369	18	and	and	CCONJ
aiti-9196	369	19	high	high	ADJ
aiti-9196	369	20	strength	strength	NOUN
aiti-9196	369	21	concrete	concrete	NOUN
aiti-9196	369	22	-	-	PUNCT
aiti-9196	369	23	filled	fill	VERB
aiti-9196	369	24	compact	compact	ADJ
aiti-9196	369	25	steel	steel	NOUN
aiti-9196	369	26	tube	tube	NOUN
aiti-9196	369	27	circular	circular	ADJ
aiti-9196	369	28	stub	stub	NOUN
aiti-9196	369	29	columns	column	NOUN
aiti-9196	369	30	,	,	PUNCT
aiti-9196	369	31	”	"	PUNCT
aiti-9196	369	32	journal	journal	NOUN
aiti-9196	369	33	of	of	ADP
aiti-9196	369	34	constructional	constructional	ADJ
aiti-9196	369	35	steel	steel	NOUN
aiti-9196	369	36	research	research	NOUN
aiti-9196	369	37	,	,	PUNCT
aiti-9196	369	38	vol	vol	NOUN
aiti-9196	369	39	.	.	PROPN
aiti-9196	369	40	62	62	NUM
aiti-9196	369	41	,	,	PUNCT
aiti-9196	369	42	no	no	INTJ
aiti-9196	369	43	.	.	NOUN
aiti-9196	369	44	7	7	NUM
aiti-9196	369	45	,	,	PUNCT
aiti-9196	369	46	pp	pp	ADJ
aiti-9196	369	47	.	.	PUNCT
aiti-9196	370	1	706	706	NUM
aiti-9196	370	2	-	-	SYM
aiti-9196	370	3	715	715	NUM
aiti-9196	370	4	,	,	PUNCT
aiti-9196	370	5	july	july	PROPN
aiti-9196	370	6	2006	2006	NUM
aiti-9196	370	7	.	.	PUNCT
aiti-9196	371	1	[	[	X
aiti-9196	371	2	24	24	NUM
aiti-9196	371	3	]	]	PUNCT
aiti-9196	371	4	t.	t.	PROPN
aiti-9196	371	5	wang	wang	PROPN
aiti-9196	371	6	and	and	CCONJ
aiti-9196	371	7	t.	t.	PROPN
aiti-9196	371	8	t.	t.	PROPN
aiti-9196	371	9	hsu	hsu	PROPN
aiti-9196	371	10	,	,	PUNCT
aiti-9196	371	11	“	"	PUNCT
aiti-9196	371	12	nonlinear	nonlinear	ADJ
aiti-9196	371	13	finite	finite	ADJ
aiti-9196	371	14	element	element	NOUN
aiti-9196	371	15	analysis	analysis	NOUN
aiti-9196	371	16	of	of	ADP
aiti-9196	371	17	concrete	concrete	ADJ
aiti-9196	371	18	structures	structure	NOUN
aiti-9196	371	19	using	use	VERB
aiti-9196	371	20	new	new	ADJ
aiti-9196	371	21	constitutive	constitutive	ADJ
aiti-9196	371	22	models	model	NOUN
aiti-9196	371	23	,	,	PUNCT
aiti-9196	371	24	”	"	PUNCT
aiti-9196	371	25	computers	computer	NOUN
aiti-9196	371	26	&	&	CCONJ
aiti-9196	371	27	structures	structure	NOUN
aiti-9196	371	28	,	,	PUNCT
aiti-9196	371	29	vol	vol	NOUN
aiti-9196	371	30	.	.	PROPN
aiti-9196	371	31	79	79	NUM
aiti-9196	371	32	,	,	PUNCT
aiti-9196	371	33	no	no	INTJ
aiti-9196	371	34	.	.	NOUN
aiti-9196	371	35	32	32	NUM
aiti-9196	371	36	,	,	PUNCT
aiti-9196	371	37	pp	pp	ADJ
aiti-9196	371	38	.	.	PUNCT
aiti-9196	372	1	2781	2781	NUM
aiti-9196	372	2	-	-	SYM
aiti-9196	372	3	2791	2791	NUM
aiti-9196	372	4	,	,	PUNCT
aiti-9196	372	5	december	december	PROPN
aiti-9196	372	6	2001	2001	NUM
aiti-9196	372	7	.	.	PUNCT
aiti-9196	373	1	[	[	X
aiti-9196	373	2	25	25	NUM
aiti-9196	373	3	]	]	PUNCT
aiti-9196	373	4	b.	b.	PROPN
aiti-9196	373	5	alfarah	alfarah	PROPN
aiti-9196	373	6	,	,	PUNCT
aiti-9196	373	7	f.	f.	PROPN
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aiti-9196	373	9	-	-	PUNCT
aiti-9196	373	10	almansa	almansa	ADJ
aiti-9196	373	11	,	,	PUNCT
aiti-9196	373	12	and	and	CCONJ
aiti-9196	373	13	s.	s.	PROPN
aiti-9196	373	14	oller	oller	PROPN
aiti-9196	373	15	,	,	PUNCT
aiti-9196	373	16	“	"	PUNCT
aiti-9196	373	17	new	new	ADJ
aiti-9196	373	18	methodology	methodology	NOUN
aiti-9196	373	19	for	for	ADP
aiti-9196	373	20	calculating	calculate	VERB
aiti-9196	373	21	damage	damage	NOUN
aiti-9196	373	22	variables	variable	NOUN
aiti-9196	373	23	evolution	evolution	NOUN
aiti-9196	373	24	in	in	ADP
aiti-9196	373	25	plastic	plastic	ADJ
aiti-9196	373	26	damage	damage	NOUN
aiti-9196	373	27	model	model	NOUN
aiti-9196	373	28	for	for	ADP
aiti-9196	373	29	rc	rc	PROPN
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aiti-9196	373	31	,	,	PUNCT
aiti-9196	373	32	”	"	PUNCT
aiti-9196	373	33	engineering	engineering	NOUN
aiti-9196	373	34	structures	structure	NOUN
aiti-9196	373	35	,	,	PUNCT
aiti-9196	373	36	vol	vol	NOUN
aiti-9196	373	37	.	.	PROPN
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aiti-9196	373	39	,	,	PUNCT
aiti-9196	373	40	pp	pp	ADJ
aiti-9196	373	41	.	.	PUNCT
aiti-9196	374	1	70	70	NUM
aiti-9196	374	2	-	-	SYM
aiti-9196	374	3	86	86	NUM
aiti-9196	374	4	,	,	PUNCT
aiti-9196	374	5	february	february	PROPN
aiti-9196	374	6	2017	2017	NUM
aiti-9196	374	7	.	.	PUNCT
aiti-9196	375	1	[	[	X
aiti-9196	375	2	26	26	NUM
aiti-9196	375	3	]	]	PUNCT
aiti-9196	375	4	h.	h.	PROPN
aiti-9196	375	5	y.	y.	PROPN
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aiti-9196	375	7	,	,	PUNCT
aiti-9196	375	8	b.	b.	PROPN
aiti-9196	375	9	uy	uy	PROPN
aiti-9196	375	10	,	,	PUNCT
aiti-9196	375	11	and	and	CCONJ
aiti-9196	375	12	m.	m.	NOUN
aiti-9196	375	13	a.	a.	PROPN
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aiti-9196	375	15	,	,	PUNCT
aiti-9196	375	16	“	"	PUNCT
aiti-9196	375	17	the	the	DET
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aiti-9196	375	20	composite	composite	ADJ
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aiti-9196	375	22	in	in	ADP
aiti-9196	375	23	hogging	hogging	NOUN
aiti-9196	375	24	moment	moment	NOUN
aiti-9196	375	25	regions	region	NOUN
aiti-9196	375	26	–	–	PUNCT
aiti-9196	375	27	part	part	NOUN
aiti-9196	375	28	i	i	NOUN
aiti-9196	375	29	:	:	PUNCT
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aiti-9196	375	32	,	,	PUNCT
aiti-9196	375	33	”	"	PUNCT
aiti-9196	375	34	the	the	DET
aiti-9196	375	35	university	university	NOUN
aiti-9196	375	36	of	of	ADP
aiti-9196	375	37	new	new	ADJ
aiti-9196	375	38	south	south	PROPN
aiti-9196	375	39	wales	wales	PROPN
aiti-9196	375	40	,	,	PUNCT
aiti-9196	375	41	uniciv	uniciv	PROPN
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aiti-9196	375	44	.	.	PUNCT
aiti-9196	376	1	r-418	r-418	PROPN
aiti-9196	376	2	,	,	PUNCT
aiti-9196	376	3	april	april	PROPN
aiti-9196	376	4	2003	2003	NUM
aiti-9196	376	5	.	.	PUNCT
aiti-9196	377	1	[	[	X
aiti-9196	377	2	27	27	NUM
aiti-9196	377	3	]	]	X
aiti-9196	377	4	d.	d.	PROPN
aiti-9196	377	5	c.	c.	PROPN
aiti-9196	377	6	montgomery	montgomery	PROPN
aiti-9196	377	7	,	,	PUNCT
aiti-9196	377	8	design	design	NOUN
aiti-9196	377	9	and	and	CCONJ
aiti-9196	377	10	analysis	analysis	NOUN
aiti-9196	377	11	of	of	ADP
aiti-9196	377	12	experiments	experiment	NOUN
aiti-9196	377	13	,	,	PUNCT
aiti-9196	377	14	9th	9th	ADJ
aiti-9196	377	15	ed	ed	NOUN
aiti-9196	377	16	.	.	PROPN
aiti-9196	377	17	,	,	PUNCT
aiti-9196	377	18	new	new	PROPN
aiti-9196	377	19	jersey	jersey	PROPN
aiti-9196	377	20	:	:	PUNCT
aiti-9196	377	21	john	john	PROPN
aiti-9196	377	22	willy	willy	PROPN
aiti-9196	377	23	&	&	CCONJ
aiti-9196	377	24	sons	son	NOUN
aiti-9196	377	25	,	,	PUNCT
aiti-9196	377	26	2017	2017	NUM
aiti-9196	377	27	.	.	PUNCT
aiti-9196	378	1	[	[	X
aiti-9196	378	2	28	28	NUM
aiti-9196	378	3	]	]	PUNCT
aiti-9196	378	4	“	"	PUNCT
aiti-9196	378	5	minitab	minitab	PROPN
aiti-9196	378	6	18	18	NUM
aiti-9196	378	7	statistical	statistical	ADJ
aiti-9196	378	8	software	software	NOUN
aiti-9196	378	9	,	,	PUNCT
aiti-9196	378	10	”	"	PUNCT
aiti-9196	378	11	https://www.minitab.com/en-us/	https://www.minitab.com/en-us/	NOUN
aiti-9196	378	12	,	,	PUNCT
aiti-9196	378	13	march	march	PROPN
aiti-9196	378	14	01	01	NUM
aiti-9196	378	15	,	,	PUNCT
aiti-9196	378	16	2021	2021	NUM
aiti-9196	378	17	.	.	PUNCT
aiti-9196	379	1	copyright	copyright	NOUN
aiti-9196	379	2	©	©	PROPN
aiti-9196	379	3	by	by	ADP
aiti-9196	379	4	the	the	DET
aiti-9196	379	5	authors	author	NOUN
aiti-9196	379	6	.	.	PUNCT
aiti-9196	380	1	licensee	licensee	PROPN
aiti-9196	380	2	taeti	taeti	PROPN
aiti-9196	380	3	,	,	PUNCT
aiti-9196	380	4	taiwan	taiwan	PROPN
aiti-9196	380	5	.	.	PUNCT
aiti-9196	381	1	this	this	DET
aiti-9196	381	2	article	article	NOUN
aiti-9196	381	3	is	be	AUX
aiti-9196	381	4	an	an	DET
aiti-9196	381	5	open	open	ADJ
aiti-9196	381	6	access	access	NOUN
aiti-9196	381	7	article	article	NOUN
aiti-9196	381	8	distributed	distribute	VERB
aiti-9196	381	9	under	under	ADP
aiti-9196	381	10	the	the	DET
aiti-9196	381	11	terms	term	NOUN
aiti-9196	381	12	and	and	CCONJ
aiti-9196	381	13	conditions	condition	NOUN
aiti-9196	381	14	of	of	ADP
aiti-9196	381	15	the	the	DET
aiti-9196	381	16	creative	creative	ADJ
aiti-9196	381	17	commons	common	NOUN
aiti-9196	381	18	attribution	attribution	NOUN
aiti-9196	381	19	(	(	PUNCT
aiti-9196	381	20	cc	cc	NOUN
aiti-9196	381	21	by	by	ADP
aiti-9196	381	22	-	-	PUNCT
aiti-9196	381	23	nc	nc	NOUN
aiti-9196	381	24	)	)	PUNCT
aiti-9196	381	25	license	license	NOUN
aiti-9196	381	26	(	(	PUNCT
aiti-9196	381	27	https://creativecommons.org/licenses/by-nc/4.0/	https://creativecommons.org/licenses/by-nc/4.0/	NOUN
aiti-9196	381	28	)	)	PUNCT
aiti-9196	381	29	.	.	PUNCT