id	sid	tid	token	lemma	pos
fis-3489	1	1	microsoft	microsoft	PROPN
fis-3489	1	2	word	word	NOUN
fis-3489	1	3	numero_61_art_13_3489.docx	numero_61_art_13_3489.docx	VERB
fis-3489	1	4	v.-h	v.-h	NOUN
fis-3489	1	5	.	.	PUNCT
fis-3489	2	1	nguyen	nguyen	PROPN
fis-3489	2	2	et	et	PROPN
fis-3489	2	3	alii	alii	PROPN
fis-3489	2	4	,	,	PUNCT
fis-3489	2	5	frattura	frattura	PROPN
fis-3489	2	6	ed	ed	PROPN
fis-3489	2	7	integrità	integrità	PROPN
fis-3489	2	8	strutturale	strutturale	PROPN
fis-3489	2	9	,	,	PUNCT
fis-3489	2	10	61	61	NUM
fis-3489	2	11	(	(	PUNCT
fis-3489	2	12	2022	2022	NUM
fis-3489	2	13	)	)	PUNCT
fis-3489	2	14	198	198	NUM
fis-3489	2	15	-	-	SYM
fis-3489	2	16	213	213	NUM
fis-3489	2	17	;	;	PUNCT
fis-3489	2	18	doi	doi	NOUN
fis-3489	2	19	:	:	PUNCT
fis-3489	2	20	10.3221	10.3221	NUM
fis-3489	2	21	/	/	SYM
fis-3489	2	22	igf	igf	PROPN
fis-3489	2	23	-	-	PROPN
fis-3489	2	24	esis.61.13	esis.61.13	PROPN
fis-3489	2	25	198	198	NUM
fis-3489	2	26	an	an	DET
fis-3489	2	27	experimental	experimental	ADJ
fis-3489	2	28	study	study	NOUN
fis-3489	2	29	and	and	CCONJ
fis-3489	2	30	a	a	DET
fis-3489	2	31	proposed	propose	VERB
fis-3489	2	32	theoretical	theoretical	ADJ
fis-3489	2	33	solution	solution	NOUN
fis-3489	2	34	for	for	ADP
fis-3489	2	35	the	the	DET
fis-3489	2	36	prediction	prediction	NOUN
fis-3489	2	37	of	of	ADP
fis-3489	2	38	the	the	DET
fis-3489	2	39	ductile	ductile	NOUN
fis-3489	2	40	/	/	SYM
fis-3489	2	41	brittle	brittle	ADJ
fis-3489	2	42	failure	failure	NOUN
fis-3489	2	43	modes	mode	NOUN
fis-3489	2	44	of	of	ADP
fis-3489	2	45	reinforced	reinforce	VERB
fis-3489	2	46	concrete	concrete	ADJ
fis-3489	2	47	beams	beam	NOUN
fis-3489	2	48	strengthened	strengthen	VERB
fis-3489	2	49	with	with	ADP
fis-3489	2	50	external	external	ADJ
fis-3489	2	51	steel	steel	NOUN
fis-3489	2	52	plates	plate	NOUN
fis-3489	2	53	van	van	PROPN
fis-3489	2	54	-	-	PUNCT
fis-3489	2	55	hau	hau	NOUN
fis-3489	2	56	nguyen	nguyen	NOUN
fis-3489	2	57	,	,	PUNCT
fis-3489	2	58	thanh	thanh	ADJ
fis-3489	2	59	bui	bui	NOUN
fis-3489	2	60	-	-	PUNCT
fis-3489	2	61	tien	tien	NOUN
fis-3489	2	62	,	,	PUNCT
fis-3489	2	63	phe	phe	PROPN
fis-3489	2	64	van	van	PROPN
fis-3489	2	65	pham	pham	PROPN
fis-3489	2	66	,	,	PUNCT
fis-3489	2	67	long	long	ADJ
fis-3489	2	68	nguyen	nguyen	NOUN
fis-3489	2	69	-	-	PUNCT
fis-3489	2	70	ngoc	ngoc	PROPN
fis-3489	2	71	*	*	PROPN
fis-3489	2	72	faculty	faculty	NOUN
fis-3489	2	73	of	of	ADP
fis-3489	2	74	civil	civil	ADJ
fis-3489	2	75	engineering	engineering	NOUN
fis-3489	2	76	,	,	PUNCT
fis-3489	2	77	university	university	NOUN
fis-3489	2	78	of	of	ADP
fis-3489	2	79	transport	transport	NOUN
fis-3489	2	80	and	and	CCONJ
fis-3489	2	81	communications	communication	NOUN
fis-3489	2	82	,	,	PUNCT
fis-3489	2	83	cau	cau	PROPN
fis-3489	2	84	giay	giay	PROPN
fis-3489	2	85	,	,	PUNCT
fis-3489	2	86	hanoi	hanoi	PROPN
fis-3489	2	87	,	,	PUNCT
fis-3489	2	88	vietnam	vietnam	PROPN
fis-3489	2	89	nvhau@utc.edu.vn	nvhau@utc.edu.vn	PROPN
fis-3489	2	90	,	,	PUNCT
fis-3489	2	91	btthanh@utc.edu.vn	btthanh@utc.edu.vn	ADJ
fis-3489	2	92	,	,	PUNCT
fis-3489	2	93	phe.phamvan@utc.edu.vn	phe.phamvan@utc.edu.vn	ADJ
fis-3489	2	94	;	;	PUNCT
fis-3489	2	95	nguyenngoclong@utc.edu.vn	nguyenngoclong@utc.edu.vn	ADJ
fis-3489	2	96	abstract	abstract	NOUN
fis-3489	2	97	.	.	PUNCT
fis-3489	3	1	an	an	DET
fis-3489	3	2	experimental	experimental	ADJ
fis-3489	3	3	study	study	NOUN
fis-3489	3	4	is	be	AUX
fis-3489	3	5	conducted	conduct	VERB
fis-3489	3	6	and	and	CCONJ
fis-3489	3	7	a	a	DET
fis-3489	3	8	theoretical	theoretical	ADJ
fis-3489	3	9	solution	solution	NOUN
fis-3489	3	10	is	be	AUX
fis-3489	3	11	proposed	propose	VERB
fis-3489	3	12	in	in	ADP
fis-3489	3	13	the	the	DET
fis-3489	3	14	present	present	ADJ
fis-3489	3	15	study	study	NOUN
fis-3489	3	16	to	to	PART
fis-3489	3	17	investigate	investigate	VERB
fis-3489	3	18	the	the	DET
fis-3489	3	19	ductile	ductile	NOUN
fis-3489	3	20	/	/	SYM
fis-3489	3	21	brittle	brittle	ADJ
fis-3489	3	22	failure	failure	NOUN
fis-3489	3	23	mode	mode	NOUN
fis-3489	3	24	of	of	ADP
fis-3489	3	25	reinforced	reinforce	VERB
fis-3489	3	26	concrete	concrete	NOUN
fis-3489	3	27	(	(	PUNCT
fis-3489	3	28	rc	rc	NOUN
fis-3489	3	29	)	)	PUNCT
fis-3489	3	30	beams	beam	NOUN
fis-3489	3	31	strengthened	strengthen	VERB
fis-3489	3	32	with	with	ADP
fis-3489	3	33	an	an	DET
fis-3489	3	34	external	external	ADJ
fis-3489	3	35	steel	steel	NOUN
fis-3489	3	36	plate	plate	NOUN
fis-3489	3	37	.	.	PUNCT
fis-3489	4	1	in	in	ADP
fis-3489	4	2	the	the	DET
fis-3489	4	3	present	present	ADJ
fis-3489	4	4	experimental	experimental	ADJ
fis-3489	4	5	study	study	NOUN
fis-3489	4	6	,	,	PUNCT
fis-3489	4	7	6	6	NUM
fis-3489	4	8	steel	steel	NOUN
fis-3489	4	9	plate	plate	NOUN
fis-3489	4	10	-	-	PUNCT
fis-3489	4	11	strengthened	strengthen	VERB
fis-3489	4	12	rc	rc	NOUN
fis-3489	4	13	beams	beam	NOUN
fis-3489	4	14	and	and	CCONJ
fis-3489	4	15	1	1	NUM
fis-3489	4	16	non	non	ADJ
fis-3489	4	17	-	-	ADJ
fis-3489	4	18	strengthened	strengthened	ADJ
fis-3489	4	19	rc	rc	PROPN
fis-3489	4	20	beam	beam	NOUN
fis-3489	4	21	are	be	AUX
fis-3489	4	22	fabricated	fabricate	VERB
fis-3489	4	23	and	and	CCONJ
fis-3489	4	24	tested	test	VERB
fis-3489	4	25	under	under	ADP
fis-3489	4	26	4	4	NUM
fis-3489	4	27	-	-	PUNCT
fis-3489	4	28	point	point	NOUN
fis-3489	4	29	bending	bend	VERB
fis-3489	4	30	loads	load	NOUN
fis-3489	4	31	.	.	PUNCT
fis-3489	5	1	then	then	ADV
fis-3489	5	2	,	,	PUNCT
fis-3489	5	3	a	a	DET
fis-3489	5	4	new	new	ADJ
fis-3489	5	5	theoretical	theoretical	ADJ
fis-3489	5	6	model	model	NOUN
fis-3489	5	7	is	be	AUX
fis-3489	5	8	successfully	successfully	ADV
fis-3489	5	9	developed	develop	VERB
fis-3489	5	10	to	to	PART
fis-3489	5	11	predict	predict	VERB
fis-3489	5	12	the	the	DET
fis-3489	5	13	rupture	rupture	NOUN
fis-3489	5	14	mechanism	mechanism	NOUN
fis-3489	5	15	of	of	ADP
fis-3489	5	16	the	the	DET
fis-3489	5	17	rc	rc	PROPN
fis-3489	5	18	beams	beam	NOUN
fis-3489	5	19	strengthened	strengthen	VERB
fis-3489	5	20	with	with	ADP
fis-3489	5	21	external	external	ADJ
fis-3489	5	22	steel	steel	NOUN
fis-3489	5	23	plates	plate	NOUN
fis-3489	5	24	.	.	PUNCT
fis-3489	6	1	the	the	DET
fis-3489	6	2	model	model	NOUN
fis-3489	6	3	is	be	AUX
fis-3489	6	4	based	base	VERB
fis-3489	6	5	on	on	ADP
fis-3489	6	6	the	the	DET
fis-3489	6	7	observed	observe	VERB
fis-3489	6	8	experimental	experimental	ADJ
fis-3489	6	9	results	result	NOUN
fis-3489	6	10	regarding	regard	VERB
fis-3489	6	11	to	to	PART
fis-3489	6	12	crack	crack	VERB
fis-3489	6	13	formations	formation	NOUN
fis-3489	6	14	,	,	PUNCT
fis-3489	6	15	and	and	CCONJ
fis-3489	6	16	it	it	PRON
fis-3489	6	17	is	be	AUX
fis-3489	6	18	can	can	AUX
fis-3489	6	19	be	be	AUX
fis-3489	6	20	used	use	VERB
fis-3489	6	21	to	to	PART
fis-3489	6	22	determine	determine	VERB
fis-3489	6	23	the	the	DET
fis-3489	6	24	distance	distance	NOUN
fis-3489	6	25	between	between	ADP
fis-3489	6	26	vertical	vertical	ADJ
fis-3489	6	27	cracks	crack	NOUN
fis-3489	6	28	and	and	CCONJ
fis-3489	6	29	to	to	PART
fis-3489	6	30	quantitatively	quantitatively	ADV
fis-3489	6	31	predict	predict	VERB
fis-3489	6	32	the	the	DET
fis-3489	6	33	ductile	ductile	NOUN
fis-3489	6	34	/	/	SYM
fis-3489	6	35	brittle	brittle	ADJ
fis-3489	6	36	failure	failure	NOUN
fis-3489	6	37	mode	mode	NOUN
fis-3489	6	38	of	of	ADP
fis-3489	6	39	platestrengthened	platestrengthene	VERB
fis-3489	6	40	rc	rc	PROPN
fis-3489	6	41	beams	beam	NOUN
fis-3489	6	42	.	.	PUNCT
fis-3489	7	1	the	the	DET
fis-3489	7	2	experimental	experimental	ADJ
fis-3489	7	3	study	study	NOUN
fis-3489	7	4	shows	show	VERB
fis-3489	7	5	that	that	SCONJ
fis-3489	7	6	the	the	DET
fis-3489	7	7	failure	failure	NOUN
fis-3489	7	8	mode	mode	NOUN
fis-3489	7	9	is	be	AUX
fis-3489	7	10	commonly	commonly	ADV
fis-3489	7	11	based	base	VERB
fis-3489	7	12	on	on	ADP
fis-3489	7	13	the	the	DET
fis-3489	7	14	sliding	sliding	NOUN
fis-3489	7	15	of	of	ADP
fis-3489	7	16	concrete	concrete	NOUN
fis-3489	7	17	along	along	ADP
fis-3489	7	18	with	with	ADP
fis-3489	7	19	the	the	DET
fis-3489	7	20	external	external	ADJ
fis-3489	7	21	plate	plate	NOUN
fis-3489	7	22	at	at	ADP
fis-3489	7	23	a	a	DET
fis-3489	7	24	random	random	ADJ
fis-3489	7	25	location	location	NOUN
fis-3489	7	26	.	.	PUNCT
fis-3489	8	1	this	this	DET
fis-3489	8	2	slip	slip	NOUN
fis-3489	8	3	is	be	AUX
fis-3489	8	4	limited	limit	VERB
fis-3489	8	5	between	between	ADP
fis-3489	8	6	two	two	NUM
fis-3489	8	7	vertical	vertical	ADJ
fis-3489	8	8	cracks	crack	NOUN
fis-3489	8	9	,	,	PUNCT
fis-3489	8	10	from	from	ADP
fis-3489	8	11	which	which	PRON
fis-3489	8	12	the	the	DET
fis-3489	8	13	maximum	maximum	ADJ
fis-3489	8	14	stresses	stress	NOUN
fis-3489	8	15	in	in	ADP
fis-3489	8	16	the	the	DET
fis-3489	8	17	external	external	ADJ
fis-3489	8	18	steel	steel	NOUN
fis-3489	8	19	is	be	AUX
fis-3489	8	20	determined	determine	VERB
fis-3489	8	21	.	.	PUNCT
fis-3489	9	1	through	through	ADP
fis-3489	9	2	result	result	NOUN
fis-3489	9	3	validations	validation	NOUN
fis-3489	9	4	,	,	PUNCT
fis-3489	9	5	the	the	DET
fis-3489	9	6	stresses	stress	NOUN
fis-3489	9	7	/	/	SYM
fis-3489	9	8	strains	strain	NOUN
fis-3489	9	9	in	in	ADP
fis-3489	9	10	the	the	DET
fis-3489	9	11	soffit	soffit	NOUN
fis-3489	9	12	plate	plate	NOUN
fis-3489	9	13	,	,	PUNCT
fis-3489	9	14	crack	crack	VERB
fis-3489	9	15	distances	distance	NOUN
fis-3489	9	16	,	,	PUNCT
fis-3489	9	17	and	and	CCONJ
fis-3489	9	18	system	system	NOUN
fis-3489	9	19	failure	failure	NOUN
fis-3489	9	20	modes	mode	NOUN
fis-3489	9	21	as	as	SCONJ
fis-3489	9	22	predicted	predict	VERB
fis-3489	9	23	by	by	ADP
fis-3489	9	24	the	the	DET
fis-3489	9	25	present	present	ADJ
fis-3489	9	26	theoretical	theoretical	ADJ
fis-3489	9	27	solution	solution	NOUN
fis-3489	9	28	are	be	AUX
fis-3489	9	29	found	find	VERB
fis-3489	9	30	to	to	PART
fis-3489	9	31	excellently	excellently	ADV
fis-3489	9	32	agree	agree	VERB
fis-3489	9	33	with	with	ADP
fis-3489	9	34	those	those	PRON
fis-3489	9	35	of	of	ADP
fis-3489	9	36	the	the	DET
fis-3489	9	37	previous	previous	ADJ
fis-3489	9	38	and	and	CCONJ
fis-3489	9	39	present	present	ADJ
fis-3489	9	40	experimental	experimental	ADJ
fis-3489	9	41	results	result	NOUN
fis-3489	9	42	.	.	PUNCT
fis-3489	10	1	this	this	DET
fis-3489	10	2	study	study	NOUN
fis-3489	10	3	may	may	AUX
fis-3489	10	4	help	help	VERB
fis-3489	10	5	to	to	PART
fis-3489	10	6	improve	improve	VERB
fis-3489	10	7	the	the	DET
fis-3489	10	8	design	design	NOUN
fis-3489	10	9	of	of	ADP
fis-3489	10	10	such	such	ADJ
fis-3489	10	11	plate	plate	NOUN
fis-3489	10	12	-	-	PUNCT
fis-3489	10	13	strengthened	strengthen	VERB
fis-3489	10	14	rc	rc	NOUN
fis-3489	10	15	beams	beam	NOUN
fis-3489	10	16	to	to	PART
fis-3489	10	17	target	target	VERB
fis-3489	10	18	on	on	ADP
fis-3489	10	19	a	a	DET
fis-3489	10	20	better	well	ADJ
fis-3489	10	21	ductile	ductile	NOUN
fis-3489	10	22	performance	performance	NOUN
fis-3489	10	23	,	,	PUNCT
fis-3489	10	24	that	that	PRON
fis-3489	10	25	has	have	AUX
fis-3489	10	26	not	not	PART
fis-3489	10	27	been	be	AUX
fis-3489	10	28	addressed	address	VERB
fis-3489	10	29	before	before	ADV
fis-3489	10	30	.	.	PUNCT
fis-3489	11	1	keywords	keyword	NOUN
fis-3489	11	2	.	.	PUNCT
fis-3489	12	1	external	external	ADJ
fis-3489	12	2	steel	steel	NOUN
fis-3489	12	3	plate	plate	NOUN
fis-3489	12	4	;	;	PUNCT
fis-3489	12	5	strengthening	strengthen	VERB
fis-3489	12	6	reinforcement	reinforcement	NOUN
fis-3489	12	7	concrete	concrete	ADJ
fis-3489	12	8	beam	beam	NOUN
fis-3489	12	9	;	;	PUNCT
fis-3489	12	10	flexural	flexural	ADJ
fis-3489	12	11	reinforcement	reinforcement	NOUN
fis-3489	12	12	limit	limit	NOUN
fis-3489	12	13	;	;	PUNCT
fis-3489	12	14	tension	tension	NOUN
fis-3489	12	15	chord	chord	NOUN
fis-3489	12	16	model	model	NOUN
fis-3489	12	17	;	;	PUNCT
fis-3489	12	18	ductile	ductile	NOUN
fis-3489	12	19	failure	failure	NOUN
fis-3489	12	20	conditions	condition	NOUN
fis-3489	12	21	.	.	PUNCT
fis-3489	13	1	citation	citation	NOUN
fis-3489	13	2	:	:	PUNCT
fis-3489	14	1	nguyen	nguyen	NOUN
fis-3489	14	2	,	,	PUNCT
fis-3489	14	3	v.-h	v.-h	PROPN
fis-3489	14	4	.	.	PUNCT
fis-3489	14	5	,	,	PUNCT
fis-3489	14	6	bui	bui	NOUN
fis-3489	14	7	-	-	PUNCT
fis-3489	14	8	tien	tien	NOUN
fis-3489	14	9	,	,	PUNCT
fis-3489	14	10	t.	t.	PROPN
fis-3489	14	11	,	,	PUNCT
fis-3489	14	12	pham	pham	PROPN
fis-3489	14	13	,	,	PUNCT
fis-3489	15	1	p.	p.	NOUN
fis-3489	15	2	v.	v.	PROPN
fis-3489	15	3	,	,	PUNCT
fis-3489	15	4	nguyen	nguyen	NOUN
fis-3489	15	5	-	-	PUNCT
fis-3489	15	6	ngoc	ngoc	PROPN
fis-3489	15	7	,	,	PUNCT
fis-3489	15	8	l.	l.	PROPN
fis-3489	15	9	,	,	PUNCT
fis-3489	15	10	an	an	DET
fis-3489	15	11	experimental	experimental	ADJ
fis-3489	15	12	study	study	NOUN
fis-3489	15	13	and	and	CCONJ
fis-3489	15	14	a	a	DET
fis-3489	15	15	proposed	propose	VERB
fis-3489	15	16	theoretical	theoretical	ADJ
fis-3489	15	17	solution	solution	NOUN
fis-3489	15	18	for	for	ADP
fis-3489	15	19	the	the	DET
fis-3489	15	20	prediction	prediction	NOUN
fis-3489	15	21	of	of	ADP
fis-3489	15	22	the	the	DET
fis-3489	15	23	ductile	ductile	NOUN
fis-3489	15	24	/	/	SYM
fis-3489	15	25	brittle	brittle	ADJ
fis-3489	15	26	failure	failure	NOUN
fis-3489	15	27	modes	mode	NOUN
fis-3489	15	28	of	of	ADP
fis-3489	15	29	reinforced	reinforce	VERB
fis-3489	15	30	concrete	concrete	ADJ
fis-3489	15	31	beams	beam	NOUN
fis-3489	15	32	strengthened	strengthen	VERB
fis-3489	15	33	with	with	ADP
fis-3489	15	34	external	external	ADJ
fis-3489	15	35	steel	steel	NOUN
fis-3489	15	36	plates	plate	NOUN
fis-3489	15	37	,	,	PUNCT
fis-3489	15	38	frattura	frattura	PROPN
fis-3489	15	39	ed	ed	PROPN
fis-3489	15	40	integrità	integrità	PROPN
fis-3489	15	41	strutturale	strutturale	PROPN
fis-3489	15	42	,	,	PUNCT
fis-3489	15	43	61	61	NUM
fis-3489	15	44	(	(	PUNCT
fis-3489	15	45	2022	2022	NUM
fis-3489	15	46	)	)	PUNCT
fis-3489	15	47	198	198	NUM
fis-3489	15	48	-	-	PUNCT
fis-3489	15	49	213	213	NUM
fis-3489	15	50	.	.	PUNCT
fis-3489	15	51	received	receive	VERB
fis-3489	15	52	:	:	PUNCT
fis-3489	15	53	23.02.2022	23.02.2022	NUM
fis-3489	15	54	accepted	accept	VERB
fis-3489	15	55	:	:	PUNCT
fis-3489	15	56	27.04.2022	27.04.2022	NUM
fis-3489	15	57	online	online	ADV
fis-3489	15	58	first	first	ADV
fis-3489	15	59	:	:	PUNCT
fis-3489	15	60	10.05.2022	10.05.2022	NOUN
fis-3489	15	61	published	publish	VERB
fis-3489	15	62	:	:	PUNCT
fis-3489	15	63	01.07.2022	01.07.2022	PROPN
fis-3489	15	64	copyright	copyright	NOUN
fis-3489	15	65	:	:	PUNCT
fis-3489	15	66	©	©	PROPN
fis-3489	15	67	2022	2022	NUM
fis-3489	15	68	this	this	PRON
fis-3489	15	69	is	be	AUX
fis-3489	15	70	an	an	DET
fis-3489	15	71	open	open	ADJ
fis-3489	15	72	access	access	NOUN
fis-3489	15	73	article	article	NOUN
fis-3489	15	74	under	under	ADP
fis-3489	15	75	the	the	DET
fis-3489	15	76	terms	term	NOUN
fis-3489	15	77	of	of	ADP
fis-3489	15	78	the	the	DET
fis-3489	15	79	cc	cc	NOUN
fis-3489	15	80	-	-	PUNCT
fis-3489	15	81	by	by	ADP
fis-3489	15	82	4.0	4.0	NUM
fis-3489	15	83	,	,	PUNCT
fis-3489	15	84	which	which	PRON
fis-3489	15	85	permits	permit	VERB
fis-3489	15	86	unrestricted	unrestricted	ADJ
fis-3489	15	87	use	use	NOUN
fis-3489	15	88	,	,	PUNCT
fis-3489	15	89	distribution	distribution	NOUN
fis-3489	15	90	,	,	PUNCT
fis-3489	15	91	and	and	CCONJ
fis-3489	15	92	reproduction	reproduction	NOUN
fis-3489	15	93	in	in	ADP
fis-3489	15	94	any	any	DET
fis-3489	15	95	medium	medium	NOUN
fis-3489	15	96	,	,	PUNCT
fis-3489	15	97	provided	provide	VERB
fis-3489	15	98	the	the	DET
fis-3489	15	99	original	original	ADJ
fis-3489	15	100	author	author	NOUN
fis-3489	15	101	and	and	CCONJ
fis-3489	15	102	source	source	NOUN
fis-3489	15	103	are	be	AUX
fis-3489	15	104	credited	credit	VERB
fis-3489	15	105	.	.	PUNCT
fis-3489	16	1	introduction	introduction	NOUN
fis-3489	16	2	trengthening	trengthene	VERB
fis-3489	16	3	of	of	ADP
fis-3489	16	4	existing	exist	VERB
fis-3489	16	5	rc	rc	PROPN
fis-3489	16	6	beams	beam	NOUN
fis-3489	16	7	in	in	ADP
fis-3489	16	8	buildings	building	NOUN
fis-3489	16	9	or	or	CCONJ
fis-3489	16	10	bridges	bridge	NOUN
fis-3489	16	11	by	by	ADP
fis-3489	16	12	using	use	VERB
fis-3489	16	13	external	external	ADJ
fis-3489	16	14	bonding	bonding	NOUN
fis-3489	16	15	steel	steel	NOUN
fis-3489	16	16	plates	plate	NOUN
fis-3489	16	17	is	be	AUX
fis-3489	16	18	gradually	gradually	ADV
fis-3489	16	19	getting	get	VERB
fis-3489	16	20	more	more	ADJ
fis-3489	16	21	attention	attention	NOUN
fis-3489	16	22	to	to	PART
fis-3489	16	23	upgrade	upgrade	VERB
fis-3489	16	24	their	their	PRON
fis-3489	16	25	load	load	NOUN
fis-3489	16	26	capacities	capacity	NOUN
fis-3489	16	27	[	[	X
fis-3489	16	28	1	1	NUM
fis-3489	16	29	]	]	PUNCT
fis-3489	16	30	.	.	PUNCT
fis-3489	17	1	because	because	SCONJ
fis-3489	17	2	steel	steel	NOUN
fis-3489	17	3	plates	plate	NOUN
fis-3489	17	4	often	often	ADV
fis-3489	17	5	have	have	VERB
fis-3489	17	6	a	a	DET
fis-3489	17	7	large	large	ADJ
fis-3489	17	8	elastic	elastic	ADJ
fis-3489	17	9	modulus	modulus	NOUN
fis-3489	17	10	and	and	CCONJ
fis-3489	17	11	various	various	ADJ
fis-3489	17	12	thicknesses	thickness	NOUN
fis-3489	17	13	,	,	PUNCT
fis-3489	17	14	they	they	PRON
fis-3489	17	15	can	can	AUX
fis-3489	17	16	typically	typically	ADV
fis-3489	17	17	meet	meet	VERB
fis-3489	17	18	structural	structural	ADJ
fis-3489	17	19	strengthening	strengthening	NOUN
fis-3489	17	20	requirements	requirement	NOUN
fis-3489	17	21	such	such	ADJ
fis-3489	17	22	as	as	ADP
fis-3489	17	23	upgrading	upgrade	VERB
fis-3489	17	24	the	the	DET
fis-3489	17	25	system	system	NOUN
fis-3489	17	26	flexural	flexural	NOUN
fis-3489	17	27	and	and	CCONJ
fis-3489	17	28	s	s	NOUN
fis-3489	17	29	https://youtu.be/6rhnih9txgi	https://youtu.be/6rhnih9txgi	NOUN
fis-3489	17	30	v.-h	v.-h	NOUN
fis-3489	17	31	.	.	PUNCT
fis-3489	18	1	nguyen	nguyen	PROPN
fis-3489	18	2	et	et	PROPN
fis-3489	18	3	alii	alii	PROPN
fis-3489	18	4	,	,	PUNCT
fis-3489	18	5	frattura	frattura	PROPN
fis-3489	18	6	ed	ed	PROPN
fis-3489	18	7	integrità	integrità	PROPN
fis-3489	18	8	strutturale	strutturale	PROPN
fis-3489	18	9	,	,	PUNCT
fis-3489	18	10	61	61	NUM
fis-3489	18	11	(	(	PUNCT
fis-3489	18	12	2022	2022	NUM
fis-3489	18	13	)	)	PUNCT
fis-3489	18	14	198	198	NUM
fis-3489	18	15	-	-	SYM
fis-3489	18	16	213	213	NUM
fis-3489	18	17	;	;	PUNCT
fis-3489	18	18	doi	doi	NOUN
fis-3489	18	19	:	:	PUNCT
fis-3489	18	20	10.3221	10.3221	NUM
fis-3489	18	21	/	/	SYM
fis-3489	18	22	igf	igf	PROPN
fis-3489	18	23	-	-	PROPN
fis-3489	18	24	esis.61.13	esis.61.13	ADJ
fis-3489	18	25	199	199	NUM
fis-3489	18	26	shear	shear	NOUN
fis-3489	18	27	strengths	strength	NOUN
fis-3489	18	28	[	[	X
fis-3489	18	29	1,2,3	1,2,3	NUM
fis-3489	18	30	]	]	PUNCT
fis-3489	18	31	.	.	PUNCT
fis-3489	19	1	in	in	ADP
fis-3489	19	2	addition	addition	NOUN
fis-3489	19	3	,	,	PUNCT
fis-3489	19	4	painting	painting	NOUN
fis-3489	19	5	and	and	CCONJ
fis-3489	19	6	galvanizing	galvanize	VERB
fis-3489	19	7	technologies	technology	NOUN
fis-3489	19	8	make	make	VERB
fis-3489	19	9	the	the	DET
fis-3489	19	10	steel	steel	NOUN
fis-3489	19	11	durable	durable	ADJ
fis-3489	19	12	against	against	ADP
fis-3489	19	13	rust	rust	NOUN
fis-3489	19	14	and	and	CCONJ
fis-3489	19	15	meet	meet	VERB
fis-3489	19	16	all	all	DET
fis-3489	19	17	requirements	requirement	NOUN
fis-3489	19	18	of	of	ADP
fis-3489	19	19	durability	durability	NOUN
fis-3489	19	20	.	.	PUNCT
fis-3489	20	1	as	as	SCONJ
fis-3489	20	2	observed	observe	VERB
fis-3489	20	3	,	,	PUNCT
fis-3489	20	4	recent	recent	ADJ
fis-3489	20	5	results	result	NOUN
fis-3489	20	6	of	of	ADP
fis-3489	20	7	flexural	flexural	ADJ
fis-3489	20	8	tests	test	NOUN
fis-3489	20	9	for	for	ADP
fis-3489	20	10	reinforced	reinforce	VERB
fis-3489	20	11	concrete	concrete	ADJ
fis-3489	20	12	beams	beam	NOUN
fis-3489	20	13	strengthened	strengthen	VERB
fis-3489	20	14	by	by	ADP
fis-3489	20	15	external	external	ADJ
fis-3489	20	16	steel	steel	NOUN
fis-3489	20	17	plates	plate	NOUN
fis-3489	20	18	showed	show	VERB
fis-3489	20	19	that	that	SCONJ
fis-3489	20	20	their	their	PRON
fis-3489	20	21	brittle	brittle	ADJ
fis-3489	20	22	failure	failure	NOUN
fis-3489	20	23	mode	mode	NOUN
fis-3489	20	24	was	be	AUX
fis-3489	20	25	a	a	DET
fis-3489	20	26	relatively	relatively	ADV
fis-3489	20	27	common	common	ADJ
fis-3489	20	28	phenomenon	phenomenon	NOUN
fis-3489	20	29	[	[	X
fis-3489	20	30	1	1	NUM
fis-3489	20	31	-	-	SYM
fis-3489	20	32	3	3	NUM
fis-3489	20	33	]	]	PUNCT
fis-3489	20	34	.	.	PUNCT
fis-3489	21	1	although	although	SCONJ
fis-3489	21	2	rc	rc	PROPN
fis-3489	21	3	beams	beam	NOUN
fis-3489	21	4	strengthened	strengthen	VERB
fis-3489	21	5	with	with	ADP
fis-3489	21	6	an	an	DET
fis-3489	21	7	external	external	ADJ
fis-3489	21	8	steel	steel	NOUN
fis-3489	21	9	plate	plate	NOUN
fis-3489	21	10	can	can	AUX
fis-3489	21	11	significantly	significantly	ADV
fis-3489	21	12	increase	increase	VERB
fis-3489	21	13	the	the	DET
fis-3489	21	14	system	system	NOUN
fis-3489	21	15	flexural	flexural	ADJ
fis-3489	21	16	strength	strength	NOUN
fis-3489	22	1	[	[	X
fis-3489	22	2	5	5	NUM
fis-3489	22	3	]	]	PUNCT
fis-3489	22	4	;	;	PUNCT
fis-3489	22	5	however	however	ADV
fis-3489	22	6	,	,	PUNCT
fis-3489	22	7	the	the	DET
fis-3489	22	8	system	system	NOUN
fis-3489	22	9	ductility	ductility	NOUN
fis-3489	22	10	,	,	PUNCT
fis-3489	22	11	as	as	SCONJ
fis-3489	22	12	observed	observe	VERB
fis-3489	22	13	through	through	ADP
fis-3489	22	14	the	the	DET
fis-3489	22	15	beam	beam	NOUN
fis-3489	22	16	deflection	deflection	NOUN
fis-3489	22	17	,	,	PUNCT
fis-3489	22	18	was	be	AUX
fis-3489	22	19	remarkably	remarkably	ADV
fis-3489	22	20	reduced	reduce	VERB
fis-3489	22	21	[	[	PUNCT
fis-3489	22	22	1	1	NUM
fis-3489	22	23	-	-	SYM
fis-3489	22	24	4][16][22][24	4][16][22][24	NUM
fis-3489	22	25	]	]	X
fis-3489	22	26	.	.	PUNCT
fis-3489	23	1	in	in	ADP
fis-3489	23	2	some	some	DET
fis-3489	23	3	studies	study	NOUN
fis-3489	23	4	,	,	PUNCT
fis-3489	23	5	test	test	NOUN
fis-3489	23	6	results	result	NOUN
fis-3489	23	7	showed	show	VERB
fis-3489	23	8	that	that	SCONJ
fis-3489	23	9	the	the	DET
fis-3489	23	10	flexural	flexural	ADJ
fis-3489	23	11	strength	strength	NOUN
fis-3489	23	12	could	could	AUX
fis-3489	23	13	be	be	AUX
fis-3489	23	14	doubled	double	VERB
fis-3489	23	15	,	,	PUNCT
fis-3489	23	16	but	but	CCONJ
fis-3489	23	17	the	the	DET
fis-3489	23	18	midspan	midspan	NOUN
fis-3489	23	19	deflection	deflection	NOUN
fis-3489	23	20	was	be	AUX
fis-3489	23	21	reduced	reduce	VERB
fis-3489	23	22	to	to	ADP
fis-3489	23	23	one	one	NUM
fis-3489	23	24	-	-	PUNCT
fis-3489	23	25	fifth	fifth	NOUN
fis-3489	24	1	[	[	X
fis-3489	24	2	2][3	2][3	X
fis-3489	24	3	]	]	PUNCT
fis-3489	24	4	as	as	SCONJ
fis-3489	24	5	samples	sample	NOUN
fis-3489	24	6	sb6	sb6	NOUN
fis-3489	24	7	,	,	PUNCT
fis-3489	24	8	sb4.5	sb4.5	VERB
fis-3489	24	9	in	in	ADP
fis-3489	24	10	fig	fig	NOUN
fis-3489	24	11	.	.	PUNCT
fis-3489	25	1	1	1	NUM
fis-3489	25	2	of	of	ADP
fis-3489	25	3	the	the	DET
fis-3489	25	4	study	study	NOUN
fis-3489	25	5	by	by	ADP
fis-3489	25	6	aykac	aykac	NOUN
fis-3489	25	7	et	et	PROPN
fis-3489	25	8	al	al	PROPN
fis-3489	25	9	.	.	PUNCT
fis-3489	26	1	[	[	X
fis-3489	26	2	3	3	NUM
fis-3489	26	3	]	]	PUNCT
fis-3489	26	4	.	.	PUNCT
fis-3489	27	1	furthermore	furthermore	ADV
fis-3489	27	2	,	,	PUNCT
fis-3489	27	3	the	the	DET
fis-3489	27	4	debonding	debonding	NOUN
fis-3489	27	5	of	of	ADP
fis-3489	27	6	the	the	DET
fis-3489	27	7	external	external	ADJ
fis-3489	27	8	steel	steel	NOUN
fis-3489	27	9	plate	plate	NOUN
fis-3489	27	10	from	from	ADP
fis-3489	27	11	the	the	DET
fis-3489	27	12	concrete	concrete	ADJ
fis-3489	27	13	beam	beam	NOUN
fis-3489	27	14	happens	happen	VERB
fis-3489	27	15	regularly	regularly	ADV
fis-3489	27	16	at	at	ADP
fis-3489	27	17	the	the	DET
fis-3489	27	18	rupture	rupture	NOUN
fis-3489	27	19	point	point	NOUN
fis-3489	27	20	as	as	SCONJ
fis-3489	27	21	mentioned	mention	VERB
fis-3489	27	22	in	in	ADP
fis-3489	27	23	several	several	ADJ
fis-3489	27	24	documents	document	NOUN
fis-3489	27	25	[	[	X
fis-3489	27	26	6	6	NUM
fis-3489	27	27	-	-	SYM
fis-3489	27	28	13	13	NUM
fis-3489	27	29	]	]	PUNCT
fis-3489	27	30	.	.	PUNCT
fis-3489	28	1	the	the	DET
fis-3489	28	2	delamination	delamination	NOUN
fis-3489	28	3	position	position	NOUN
fis-3489	28	4	takes	take	VERB
fis-3489	28	5	place	place	NOUN
fis-3489	28	6	randomly	randomly	ADV
fis-3489	28	7	either	either	CCONJ
fis-3489	28	8	at	at	ADP
fis-3489	28	9	the	the	DET
fis-3489	28	10	plate	plate	NOUN
fis-3489	28	11	end	end	NOUN
fis-3489	28	12	or	or	CCONJ
fis-3489	28	13	at	at	ADP
fis-3489	28	14	the	the	DET
fis-3489	28	15	location	location	NOUN
fis-3489	28	16	where	where	SCONJ
fis-3489	28	17	cracks	crack	NOUN
fis-3489	28	18	happen	happen	VERB
fis-3489	28	19	[	[	X
fis-3489	28	20	9	9	NUM
fis-3489	28	21	]	]	PUNCT
fis-3489	28	22	.	.	PUNCT
fis-3489	29	1	this	this	DET
fis-3489	29	2	delamination	delamination	NOUN
fis-3489	29	3	leads	lead	VERB
fis-3489	29	4	to	to	ADP
fis-3489	29	5	the	the	DET
fis-3489	29	6	fact	fact	NOUN
fis-3489	29	7	that	that	SCONJ
fis-3489	29	8	the	the	DET
fis-3489	29	9	rc	rc	PROPN
fis-3489	29	10	beams	beam	NOUN
fis-3489	29	11	were	be	AUX
fis-3489	29	12	broken	break	VERB
fis-3489	29	13	suddenly	suddenly	ADV
fis-3489	29	14	because	because	SCONJ
fis-3489	29	15	the	the	DET
fis-3489	29	16	external	external	ADJ
fis-3489	29	17	plates	plate	NOUN
fis-3489	29	18	do	do	AUX
fis-3489	29	19	not	not	PART
fis-3489	29	20	contribute	contribute	VERB
fis-3489	29	21	their	their	PRON
fis-3489	29	22	capacity	capacity	NOUN
fis-3489	29	23	to	to	ADP
fis-3489	29	24	the	the	DET
fis-3489	29	25	rc	rc	PROPN
fis-3489	29	26	beam	beam	PROPN
fis-3489	29	27	resistance	resistance	PROPN
fis-3489	29	28	.	.	PUNCT
fis-3489	30	1	based	base	VERB
fis-3489	30	2	on	on	ADP
fis-3489	30	3	such	such	DET
fis-3489	30	4	an	an	DET
fis-3489	30	5	unobvious	unobvious	ADJ
fis-3489	30	6	scenario	scenario	NOUN
fis-3489	30	7	,	,	PUNCT
fis-3489	30	8	several	several	ADJ
fis-3489	30	9	techniques	technique	NOUN
fis-3489	30	10	were	be	AUX
fis-3489	30	11	then	then	ADV
fis-3489	30	12	proposed	propose	VERB
fis-3489	30	13	/	/	SYM
fis-3489	30	14	developed	develop	VERB
fis-3489	30	15	to	to	PART
fis-3489	30	16	detect	detect	VERB
fis-3489	30	17	and	and	CCONJ
fis-3489	30	18	prevent	prevent	VERB
fis-3489	30	19	the	the	DET
fis-3489	30	20	debonding	debonding	NOUN
fis-3489	30	21	of	of	ADP
fis-3489	30	22	the	the	DET
fis-3489	30	23	external	external	ADJ
fis-3489	30	24	steel	steel	NOUN
fis-3489	30	25	plate	plate	NOUN
fis-3489	30	26	,	,	PUNCT
fis-3489	30	27	such	such	ADJ
fis-3489	30	28	as	as	ADP
fis-3489	30	29	the	the	DET
fis-3489	30	30	studies	study	NOUN
fis-3489	30	31	of	of	ADP
fis-3489	30	32	liu	liu	PROPN
fis-3489	30	33	et	et	PROPN
fis-3489	30	34	al	al	PROPN
fis-3489	31	1	[	[	X
fis-3489	31	2	14	14	NUM
fis-3489	31	3	]	]	PUNCT
fis-3489	31	4	and	and	CCONJ
fis-3489	31	5	wojtczak	wojtczak	VERB
fis-3489	31	6	et	et	PROPN
fis-3489	31	7	al	al	PROPN
fis-3489	31	8	.	.	PUNCT
fis-3489	32	1	[	[	X
fis-3489	32	2	15	15	NUM
fis-3489	32	3	]	]	X
fis-3489	32	4	,	,	PUNCT
fis-3489	32	5	wu	wu	PROPN
fis-3489	32	6	and	and	CCONJ
fis-3489	32	7	lu	lu	PRON
fis-3489	33	1	[	[	X
fis-3489	33	2	7	7	X
fis-3489	33	3	]	]	PUNCT
fis-3489	33	4	and	and	CCONJ
fis-3489	33	5	sallam	sallam	NOUN
fis-3489	33	6	et	et	PROPN
fis-3489	33	7	al	al	PROPN
fis-3489	34	1	[	[	X
fis-3489	34	2	8	8	NUM
fis-3489	34	3	]	]	PUNCT
fis-3489	34	4	.	.	PUNCT
fis-3489	35	1	however	however	ADV
fis-3489	35	2	,	,	PUNCT
fis-3489	35	3	the	the	DET
fis-3489	35	4	above	above	ADJ
fis-3489	35	5	studies	study	NOUN
fis-3489	35	6	(	(	PUNCT
fis-3489	35	7	i.e.	i.e.	X
fis-3489	35	8	,	,	PUNCT
fis-3489	35	9	[	[	X
fis-3489	35	10	6	6	NUM
fis-3489	35	11	-	-	SYM
fis-3489	35	12	8	8	NUM
fis-3489	35	13	]	]	PUNCT
fis-3489	35	14	)	)	PUNCT
fis-3489	35	15	might	might	AUX
fis-3489	35	16	not	not	PART
fis-3489	35	17	fully	fully	ADV
fis-3489	35	18	address	address	VERB
fis-3489	35	19	the	the	DET
fis-3489	35	20	rupture	rupture	NOUN
fis-3489	35	21	mechanism	mechanism	NOUN
fis-3489	35	22	of	of	ADP
fis-3489	35	23	such	such	ADJ
fis-3489	35	24	plate	plate	NOUN
fis-3489	35	25	strengthened	strengthen	VERB
fis-3489	35	26	rc	rc	PROPN
fis-3489	35	27	beams	beam	NOUN
fis-3489	35	28	.	.	PUNCT
fis-3489	36	1	as	as	SCONJ
fis-3489	36	2	the	the	DET
fis-3489	36	3	ductility	ductility	NOUN
fis-3489	36	4	of	of	ADP
fis-3489	36	5	a	a	DET
fis-3489	36	6	structure	structure	NOUN
fis-3489	36	7	is	be	AUX
fis-3489	36	8	an	an	DET
fis-3489	36	9	indispensable	indispensable	ADJ
fis-3489	36	10	requirement	requirement	NOUN
fis-3489	36	11	,	,	PUNCT
fis-3489	36	12	a	a	DET
fis-3489	36	13	deeper	deep	ADJ
fis-3489	36	14	study	study	NOUN
fis-3489	36	15	regarding	regard	VERB
fis-3489	36	16	the	the	DET
fis-3489	36	17	rupture	rupture	NOUN
fis-3489	36	18	mechanism	mechanism	NOUN
fis-3489	36	19	may	may	AUX
fis-3489	36	20	become	become	VERB
fis-3489	36	21	essential	essential	ADJ
fis-3489	36	22	to	to	PART
fis-3489	36	23	avoid	avoid	VERB
fis-3489	36	24	possible	possible	ADJ
fis-3489	36	25	brittle	brittle	ADJ
fis-3489	36	26	ruptures	rupture	NOUN
fis-3489	36	27	of	of	ADP
fis-3489	36	28	a	a	DET
fis-3489	36	29	plate	plate	NOUN
fis-3489	36	30	strengthened	strengthen	VERB
fis-3489	36	31	rc	rc	PROPN
fis-3489	36	32	structure	structure	NOUN
fis-3489	36	33	.	.	PUNCT
fis-3489	37	1	figure	figure	VERB
fis-3489	37	2	1	1	NUM
fis-3489	37	3	:	:	PUNCT
fis-3489	37	4	load	load	NOUN
fis-3489	37	5	versus	versus	ADP
fis-3489	37	6	displacement	displacement	NOUN
fis-3489	37	7	of	of	ADP
fis-3489	37	8	rc	rc	PROPN
fis-3489	37	9	beam	beam	PROPN
fis-3489	37	10	with	with	ADP
fis-3489	37	11	external	external	ADJ
fis-3489	37	12	steel	steel	NOUN
fis-3489	37	13	plate	plate	NOUN
fis-3489	38	1	[	[	X
fis-3489	38	2	3	3	NUM
fis-3489	38	3	]	]	PUNCT
fis-3489	38	4	.	.	PUNCT
fis-3489	39	1	quantification	quantification	NOUN
fis-3489	39	2	of	of	ADP
fis-3489	39	3	the	the	DET
fis-3489	39	4	brittle	brittle	ADJ
fis-3489	39	5	failure	failure	NOUN
fis-3489	39	6	in	in	ADP
fis-3489	39	7	plate	plate	NOUN
fis-3489	39	8	-	-	PUNCT
fis-3489	39	9	strengthened	strengthen	VERB
fis-3489	39	10	rc	rc	NOUN
fis-3489	39	11	beams	beam	NOUN
fis-3489	39	12	has	have	AUX
fis-3489	39	13	not	not	PART
fis-3489	39	14	been	be	AUX
fis-3489	39	15	studied	study	VERB
fis-3489	39	16	extensively	extensively	ADV
fis-3489	39	17	and	and	CCONJ
fis-3489	39	18	specifically	specifically	ADV
fis-3489	39	19	.	.	PUNCT
fis-3489	40	1	for	for	ADP
fis-3489	40	2	reinforced	reinforce	VERB
fis-3489	40	3	concrete	concrete	ADJ
fis-3489	40	4	beams	beam	NOUN
fis-3489	40	5	strengthened	strengthen	VERB
fis-3489	40	6	by	by	ADP
fis-3489	40	7	external	external	ADJ
fis-3489	40	8	plates	plate	NOUN
fis-3489	40	9	such	such	ADJ
fis-3489	40	10	as	as	ADP
fis-3489	40	11	fiber	fiber	NOUN
fis-3489	40	12	-	-	PUNCT
fis-3489	40	13	reinforced	reinforce	VERB
fis-3489	40	14	composite	composite	ADJ
fis-3489	40	15	laminates	laminate	NOUN
fis-3489	40	16	(	(	PUNCT
fis-3489	40	17	frp	frp	PROPN
fis-3489	40	18	)	)	PUNCT
fis-3489	40	19	or	or	CCONJ
fis-3489	40	20	steel	steel	NOUN
fis-3489	40	21	plates	plate	NOUN
fis-3489	40	22	,	,	PUNCT
fis-3489	40	23	there	there	PRON
fis-3489	40	24	may	may	AUX
fis-3489	40	25	be	be	AUX
fis-3489	40	26	an	an	DET
fis-3489	40	27	only	only	ADJ
fis-3489	40	28	guideline	guideline	NOUN
fis-3489	40	29	for	for	ADP
fis-3489	40	30	brittle	brittle	ADJ
fis-3489	40	31	failure	failure	NOUN
fis-3489	40	32	resistance	resistance	NOUN
fis-3489	40	33	conditions	condition	NOUN
fis-3489	40	34	presented	present	VERB
fis-3489	40	35	in	in	ADP
fis-3489	40	36	aci	aci	PROPN
fis-3489	40	37	440.2r	440.2r	NUM
fis-3489	40	38	,	,	PUNCT
fis-3489	40	39	those	those	PRON
fis-3489	40	40	were	be	AUX
fis-3489	40	41	based	base	VERB
fis-3489	40	42	on	on	ADP
fis-3489	40	43	the	the	DET
fis-3489	40	44	studies	study	NOUN
fis-3489	40	45	of	of	ADP
fis-3489	40	46	pulling	pull	VERB
fis-3489	40	47	tests	test	NOUN
fis-3489	40	48	of	of	ADP
fis-3489	40	49	an	an	DET
fis-3489	40	50	external	external	ADJ
fis-3489	40	51	plate	plate	NOUN
fis-3489	40	52	adhered	adhere	VERB
fis-3489	40	53	with	with	ADP
fis-3489	40	54	a	a	DET
fis-3489	40	55	concrete	concrete	ADJ
fis-3489	40	56	part	part	NOUN
fis-3489	41	1	[	[	X
fis-3489	41	2	4][5][17][18	4][5][17][18	X
fis-3489	41	3	]	]	X
fis-3489	41	4	(	(	PUNCT
fis-3489	41	5	as	as	SCONJ
fis-3489	41	6	depicted	depict	VERB
fis-3489	41	7	in	in	ADP
fis-3489	41	8	fig	fig	NOUN
fis-3489	41	9	.	.	PUNCT
fis-3489	42	1	2	2	NUM
fis-3489	42	2	)	)	PUNCT
fis-3489	42	3	.	.	PUNCT
fis-3489	43	1	because	because	SCONJ
fis-3489	43	2	a	a	DET
fis-3489	43	3	crack	crack	NOUN
fis-3489	43	4	formation	formation	NOUN
fis-3489	43	5	of	of	ADP
fis-3489	43	6	rc	rc	PROPN
fis-3489	43	7	beams	beam	NOUN
fis-3489	43	8	under	under	ADP
fis-3489	43	9	bending	bend	VERB
fis-3489	43	10	always	always	ADV
fis-3489	43	11	exists	exist	VERB
fis-3489	43	12	,	,	PUNCT
fis-3489	43	13	such	such	DET
fis-3489	43	14	a	a	DET
fis-3489	43	15	guideline	guideline	NOUN
fis-3489	43	16	based	base	VERB
fis-3489	43	17	on	on	ADP
fis-3489	43	18	the	the	DET
fis-3489	43	19	given	give	VERB
fis-3489	43	20	experimental	experimental	ADJ
fis-3489	43	21	model	model	NOUN
fis-3489	43	22	may	may	AUX
fis-3489	43	23	not	not	PART
fis-3489	43	24	able	able	ADJ
fis-3489	43	25	to	to	PART
fis-3489	43	26	apply	apply	VERB
fis-3489	43	27	to	to	ADP
fis-3489	43	28	the	the	DET
fis-3489	43	29	plate	plate	NOUN
fis-3489	43	30	-	-	PUNCT
fis-3489	43	31	flexurally	flexurally	ADV
fis-3489	43	32	strengthened	strengthen	VERB
fis-3489	43	33	rc	rc	PROPN
fis-3489	43	34	beams	beam	NOUN
fis-3489	43	35	.	.	PUNCT
fis-3489	44	1	recent	recent	ADJ
fis-3489	44	2	studies	study	NOUN
fis-3489	44	3	on	on	ADP
fis-3489	44	4	the	the	DET
fis-3489	44	5	failure	failure	NOUN
fis-3489	44	6	characteristics	characteristic	NOUN
fis-3489	44	7	of	of	ADP
fis-3489	44	8	rc	rc	PROPN
fis-3489	44	9	beams	beam	NOUN
fis-3489	44	10	bonded	bond	VERB
fis-3489	44	11	with	with	ADP
fis-3489	44	12	external	external	ADJ
fis-3489	44	13	plates	plate	NOUN
fis-3489	44	14	demonstrated	demonstrate	VERB
fis-3489	44	15	the	the	DET
fis-3489	44	16	separation	separation	NOUN
fis-3489	44	17	of	of	ADP
fis-3489	44	18	the	the	DET
fis-3489	44	19	plate	plate	NOUN
fis-3489	44	20	from	from	ADP
fis-3489	44	21	the	the	DET
fis-3489	44	22	beam	beam	NOUN
fis-3489	44	23	at	at	ADP
fis-3489	44	24	plate	plate	NOUN
fis-3489	44	25	ends	end	VERB
fis-3489	44	26	or	or	CCONJ
fis-3489	44	27	at	at	ADP
fis-3489	44	28	the	the	DET
fis-3489	44	29	mid	mid	NOUN
fis-3489	44	30	-	-	NOUN
fis-3489	44	31	span	span	NOUN
fis-3489	44	32	of	of	ADP
fis-3489	44	33	the	the	DET
fis-3489	44	34	concrete	concrete	ADJ
fis-3489	44	35	beam	beam	NOUN
fis-3489	44	36	.	.	PUNCT
fis-3489	45	1	at	at	ADP
fis-3489	45	2	the	the	DET
fis-3489	45	3	rupture	rupture	NOUN
fis-3489	45	4	,	,	PUNCT
fis-3489	45	5	plate	plate	NOUN
fis-3489	45	6	stresses	stress	NOUN
fis-3489	45	7	reach	reach	VERB
fis-3489	45	8	a	a	DET
fis-3489	45	9	limit	limit	NOUN
fis-3489	45	10	[	[	X
fis-3489	45	11	2][20	2][20	X
fis-3489	45	12	]	]	X
fis-3489	45	13	.	.	PUNCT
fis-3489	46	1	since	since	SCONJ
fis-3489	46	2	the	the	DET
fis-3489	46	3	existing	exist	VERB
fis-3489	46	4	rc	rc	PROPN
fis-3489	46	5	beams	beam	NOUN
fis-3489	46	6	usually	usually	ADV
fis-3489	46	7	appear	appear	VERB
fis-3489	46	8	crack	crack	NOUN
fis-3489	46	9	,	,	PUNCT
fis-3489	46	10	the	the	DET
fis-3489	46	11	maximum	maximum	ADJ
fis-3489	46	12	stresses	stress	NOUN
fis-3489	46	13	in	in	ADP
fis-3489	46	14	the	the	DET
fis-3489	46	15	steel	steel	NOUN
fis-3489	46	16	may	may	AUX
fis-3489	46	17	be	be	AUX
fis-3489	46	18	determined	determine	VERB
fis-3489	46	19	.	.	PUNCT
fis-3489	47	1	as	as	ADP
fis-3489	47	2	a	a	DET
fis-3489	47	3	result	result	NOUN
fis-3489	47	4	,	,	PUNCT
fis-3489	47	5	the	the	DET
fis-3489	47	6	stresses	stress	NOUN
fis-3489	47	7	in	in	ADP
fis-3489	47	8	the	the	DET
fis-3489	47	9	external	external	ADJ
fis-3489	47	10	plate	plate	NOUN
fis-3489	47	11	in	in	ADP
fis-3489	47	12	the	the	DET
fis-3489	47	13	ruptured	ruptured	ADJ
fis-3489	47	14	state	state	NOUN
fis-3489	47	15	may	may	AUX
fis-3489	47	16	be	be	AUX
fis-3489	47	17	known	know	VERB
fis-3489	47	18	.	.	PUNCT
fis-3489	48	1	however	however	ADV
fis-3489	48	2	,	,	PUNCT
fis-3489	48	3	brittle	brittle	ADJ
fis-3489	48	4	failure	failure	NOUN
fis-3489	48	5	conditions	condition	NOUN
fis-3489	48	6	were	be	AUX
fis-3489	48	7	not	not	PART
fis-3489	48	8	being	be	AUX
fis-3489	48	9	thoroughly	thoroughly	ADV
fis-3489	48	10	addressed	address	VERB
fis-3489	48	11	and	and	CCONJ
fis-3489	48	12	hence	hence	ADV
fis-3489	48	13	ductility	ductility	NOUN
fis-3489	48	14	is	be	AUX
fis-3489	48	15	not	not	PART
fis-3489	48	16	guaranteed	guarantee	VERB
fis-3489	48	17	in	in	ADP
fis-3489	48	18	the	the	DET
fis-3489	48	19	studies	study	NOUN
fis-3489	48	20	discussed	discuss	VERB
fis-3489	48	21	above	above	ADV
fis-3489	48	22	.	.	PUNCT
fis-3489	49	1	figure	figure	VERB
fis-3489	49	2	2	2	NUM
fis-3489	49	3	:	:	PUNCT
fis-3489	49	4	experimental	experimental	ADJ
fis-3489	49	5	model	model	NOUN
fis-3489	49	6	to	to	PART
fis-3489	49	7	determine	determine	VERB
fis-3489	49	8	strength	strength	NOUN
fis-3489	49	9	development	development	NOUN
fis-3489	49	10	length	length	NOUN
fis-3489	50	1	[	[	X
fis-3489	50	2	4	4	NUM
fis-3489	50	3	-	-	SYM
fis-3489	50	4	7	7	NUM
fis-3489	50	5	]	]	PUNCT
fis-3489	50	6	.	.	PUNCT
fis-3489	51	1	based	base	VERB
fis-3489	51	2	on	on	ADP
fis-3489	51	3	the	the	DET
fis-3489	51	4	context	context	NOUN
fis-3489	51	5	,	,	PUNCT
fis-3489	51	6	the	the	DET
fis-3489	51	7	present	present	ADJ
fis-3489	51	8	study	study	NOUN
fis-3489	51	9	is	be	AUX
fis-3489	51	10	going	go	VERB
fis-3489	51	11	to	to	PART
fis-3489	51	12	conduct	conduct	VERB
fis-3489	51	13	an	an	DET
fis-3489	51	14	experimental	experimental	ADJ
fis-3489	51	15	study	study	NOUN
fis-3489	51	16	on	on	ADP
fis-3489	51	17	the	the	DET
fis-3489	51	18	rupture	rupture	NOUN
fis-3489	51	19	mechanism	mechanism	NOUN
fis-3489	51	20	of	of	ADP
fis-3489	51	21	the	the	DET
fis-3489	51	22	platestrengthened	platestrengthene	VERB
fis-3489	51	23	rc	rc	PROPN
fis-3489	51	24	beams	beam	NOUN
fis-3489	51	25	and	and	CCONJ
fis-3489	51	26	propose	propose	VERB
fis-3489	51	27	a	a	DET
fis-3489	51	28	theoretical	theoretical	ADJ
fis-3489	51	29	model	model	NOUN
fis-3489	51	30	to	to	PART
fis-3489	51	31	predict	predict	VERB
fis-3489	51	32	a	a	DET
fis-3489	51	33	crack	crack	NOUN
fis-3489	51	34	formation	formation	NOUN
fis-3489	51	35	,	,	PUNCT
fis-3489	51	36	the	the	DET
fis-3489	51	37	distance	distance	NOUN
fis-3489	51	38	between	between	ADP
fis-3489	51	39	cracks	crack	NOUN
fis-3489	51	40	,	,	PUNCT
fis-3489	51	41	and	and	CCONJ
fis-3489	51	42	the	the	DET
fis-3489	51	43	failure	failure	NOUN
fis-3489	51	44	characteristics	characteristic	NOUN
fis-3489	51	45	of	of	ADP
fis-3489	51	46	such	such	ADJ
fis-3489	51	47	systems	system	NOUN
fis-3489	51	48	.	.	PUNCT
fis-3489	52	1	the	the	DET
fis-3489	52	2	experiment	experiment	NOUN
fis-3489	52	3	study	study	NOUN
fis-3489	52	4	will	will	AUX
fis-3489	52	5	be	be	AUX
fis-3489	52	6	conducted	conduct	VERB
fis-3489	52	7	based	base	VERB
fis-3489	52	8	on	on	ADP
fis-3489	52	9	relatively	relatively	ADV
fis-3489	52	10	practical	practical	ADJ
fis-3489	52	11	dimensions	dimension	NOUN
fis-3489	52	12	of	of	ADP
fis-3489	52	13	nconcrete	nconcrete	ADJ
fis-3489	52	14	nexternal	nexternal	ADJ
fis-3489	52	15	plate	plate	NOUN
fis-3489	52	16	debonded	debonde	VERB
fis-3489	52	17	zone	zone	NOUN
fis-3489	52	18	v.-h	v.-h	NOUN
fis-3489	52	19	.	.	PUNCT
fis-3489	53	1	nguyen	nguyen	PROPN
fis-3489	53	2	et	et	PROPN
fis-3489	53	3	alii	alii	PROPN
fis-3489	53	4	,	,	PUNCT
fis-3489	53	5	frattura	frattura	PROPN
fis-3489	53	6	ed	ed	PROPN
fis-3489	53	7	integrità	integrità	PROPN
fis-3489	53	8	strutturale	strutturale	PROPN
fis-3489	53	9	,	,	PUNCT
fis-3489	53	10	61	61	NUM
fis-3489	53	11	(	(	PUNCT
fis-3489	53	12	2022	2022	NUM
fis-3489	53	13	)	)	PUNCT
fis-3489	53	14	198	198	NUM
fis-3489	53	15	-	-	SYM
fis-3489	53	16	213	213	NUM
fis-3489	53	17	;	;	PUNCT
fis-3489	53	18	doi	doi	NOUN
fis-3489	53	19	:	:	PUNCT
fis-3489	53	20	10.3221	10.3221	NUM
fis-3489	53	21	/	/	SYM
fis-3489	53	22	igf	igf	PROPN
fis-3489	53	23	-	-	PROPN
fis-3489	53	24	esis.61.13	esis.61.13	PROPN
fis-3489	53	25	200	200	NUM
fis-3489	53	26	several	several	ADJ
fis-3489	53	27	rc	rc	PROPN
fis-3489	53	28	beams	beam	NOUN
fis-3489	53	29	strengthened	strengthen	VERB
fis-3489	53	30	with	with	ADP
fis-3489	53	31	steel	steel	NOUN
fis-3489	53	32	plates	plate	NOUN
fis-3489	53	33	subjected	subject	VERB
fis-3489	53	34	to	to	ADP
fis-3489	53	35	flexural	flexural	ADJ
fis-3489	53	36	loadings	loading	NOUN
fis-3489	53	37	.	.	PUNCT
fis-3489	54	1	meanwhile	meanwhile	ADV
fis-3489	54	2	,	,	PUNCT
fis-3489	54	3	the	the	DET
fis-3489	54	4	theoretical	theoretical	ADJ
fis-3489	54	5	model	model	NOUN
fis-3489	54	6	is	be	AUX
fis-3489	54	7	going	go	VERB
fis-3489	54	8	to	to	PART
fis-3489	54	9	investigate	investigate	VERB
fis-3489	54	10	the	the	DET
fis-3489	54	11	mechanism	mechanism	NOUN
fis-3489	54	12	of	of	ADP
fis-3489	54	13	crack	crack	NOUN
fis-3489	54	14	formation	formation	NOUN
fis-3489	54	15	,	,	PUNCT
fis-3489	54	16	the	the	DET
fis-3489	54	17	distance	distance	NOUN
fis-3489	54	18	between	between	ADP
fis-3489	54	19	cracks	crack	NOUN
fis-3489	54	20	,	,	PUNCT
fis-3489	54	21	and	and	CCONJ
fis-3489	54	22	the	the	DET
fis-3489	54	23	failure	failure	NOUN
fis-3489	54	24	characteristics	characteristic	NOUN
fis-3489	54	25	of	of	ADP
fis-3489	54	26	the	the	DET
fis-3489	54	27	platestrengthened	platestrengthene	VERB
fis-3489	54	28	rc	rc	PROPN
fis-3489	54	29	beams	beam	NOUN
fis-3489	54	30	.	.	PUNCT
fis-3489	55	1	the	the	DET
fis-3489	55	2	results	result	NOUN
fis-3489	55	3	of	of	ADP
fis-3489	55	4	the	the	DET
fis-3489	55	5	proposed	propose	VERB
fis-3489	55	6	theory	theory	NOUN
fis-3489	55	7	will	will	AUX
fis-3489	55	8	be	be	AUX
fis-3489	55	9	validated	validate	VERB
fis-3489	55	10	against	against	ADP
fis-3489	55	11	those	those	PRON
fis-3489	55	12	of	of	ADP
fis-3489	55	13	the	the	DET
fis-3489	55	14	experimental	experimental	ADJ
fis-3489	55	15	study	study	NOUN
fis-3489	55	16	conducted	conduct	VERB
fis-3489	55	17	in	in	ADP
fis-3489	55	18	the	the	DET
fis-3489	55	19	present	present	ADJ
fis-3489	55	20	study	study	NOUN
fis-3489	55	21	and	and	CCONJ
fis-3489	55	22	those	those	PRON
fis-3489	55	23	presented	present	VERB
fis-3489	55	24	in	in	ADP
fis-3489	55	25	other	other	ADJ
fis-3489	55	26	experimental	experimental	ADJ
fis-3489	55	27	studies	study	NOUN
fis-3489	55	28	.	.	PUNCT
fis-3489	56	1	finally	finally	ADV
fis-3489	56	2	,	,	PUNCT
fis-3489	56	3	an	an	DET
fis-3489	56	4	important	important	ADJ
fis-3489	56	5	(	(	PUNCT
fis-3489	56	6	safe	safe	ADJ
fis-3489	56	7	)	)	PUNCT
fis-3489	56	8	limit	limit	NOUN
fis-3489	56	9	of	of	ADP
fis-3489	56	10	the	the	DET
fis-3489	56	11	rc	rc	PROPN
fis-3489	56	12	beams	beam	NOUN
fis-3489	56	13	strengthened	strengthen	VERB
fis-3489	56	14	with	with	ADP
fis-3489	56	15	external	external	ADJ
fis-3489	56	16	steel	steel	NOUN
fis-3489	56	17	plates	plate	NOUN
fis-3489	56	18	will	will	AUX
fis-3489	56	19	be	be	AUX
fis-3489	56	20	proposed	propose	VERB
fis-3489	56	21	in	in	ADP
fis-3489	56	22	the	the	DET
fis-3489	56	23	present	present	ADJ
fis-3489	56	24	study	study	NOUN
fis-3489	56	25	to	to	PART
fis-3489	56	26	ensure	ensure	VERB
fis-3489	56	27	a	a	DET
fis-3489	56	28	plastic	plastic	ADJ
fis-3489	56	29	failure	failure	NOUN
fis-3489	56	30	mode	mode	NOUN
fis-3489	56	31	of	of	ADP
fis-3489	56	32	the	the	DET
fis-3489	56	33	systems	system	NOUN
fis-3489	56	34	.	.	PUNCT
fis-3489	57	1	experimental	experimental	ADJ
fis-3489	57	2	setup	setup	NOUN
fis-3489	57	3	materials	material	NOUN
fis-3489	57	4	hree	hree	ADJ
fis-3489	57	5	specimens	specimen	NOUN
fis-3489	57	6	of	of	ADP
fis-3489	57	7	structural	structural	ADJ
fis-3489	57	8	plated	plate	VERB
fis-3489	57	9	steel	steel	NOUN
fis-3489	57	10	,	,	PUNCT
fis-3489	57	11	steel	steel	NOUN
fis-3489	57	12	reinforcement	reinforcement	NOUN
fis-3489	57	13	,	,	PUNCT
fis-3489	57	14	and	and	CCONJ
fis-3489	57	15	9	9	NUM
fis-3489	57	16	specimens	specimen	NOUN
fis-3489	57	17	of	of	ADP
fis-3489	57	18	concrete	concrete	NOUN
fis-3489	57	19	were	be	AUX
fis-3489	57	20	tested	test	VERB
fis-3489	57	21	for	for	ADP
fis-3489	57	22	the	the	DET
fis-3489	57	23	material	material	NOUN
fis-3489	57	24	properties	property	NOUN
fis-3489	57	25	.	.	PUNCT
fis-3489	58	1	the	the	DET
fis-3489	58	2	mechanical	mechanical	ADJ
fis-3489	58	3	tests	test	NOUN
fis-3489	58	4	are	be	AUX
fis-3489	58	5	conducted	conduct	VERB
fis-3489	58	6	according	accord	VERB
fis-3489	58	7	to	to	ADP
fis-3489	58	8	astm	astm	PROPN
fis-3489	58	9	a370	a370	PROPN
fis-3489	58	10	-	-	PUNCT
fis-3489	58	11	15	15	NUM
fis-3489	58	12	[	[	X
fis-3489	58	13	16	16	NUM
fis-3489	58	14	]	]	PUNCT
fis-3489	58	15	and	and	CCONJ
fis-3489	58	16	astm	astm	PROPN
fis-3489	58	17	c39	c39	NOUN
fis-3489	59	1	[	[	X
fis-3489	59	2	17	17	NUM
fis-3489	59	3	]	]	PUNCT
fis-3489	59	4	for	for	ADP
fis-3489	59	5	the	the	DET
fis-3489	59	6	materials	material	NOUN
fis-3489	59	7	,	,	PUNCT
fis-3489	59	8	respectively	respectively	ADV
fis-3489	59	9	.	.	PUNCT
fis-3489	60	1	the	the	DET
fis-3489	60	2	averaged	average	VERB
fis-3489	60	3	test	test	NOUN
fis-3489	60	4	results	result	NOUN
fis-3489	60	5	are	be	AUX
fis-3489	60	6	summarized	summarize	VERB
fis-3489	60	7	in	in	ADP
fis-3489	60	8	tab	tab	NOUN
fis-3489	60	9	.	.	PUNCT
fis-3489	61	1	1	1	X
fis-3489	61	2	.	.	X
fis-3489	61	3	in	in	ADP
fis-3489	61	4	the	the	DET
fis-3489	61	5	fabrication	fabrication	NOUN
fis-3489	61	6	of	of	ADP
fis-3489	61	7	the	the	DET
fis-3489	61	8	steelstrengthened	steelstrengthene	VERB
fis-3489	61	9	rc	rc	PROPN
fis-3489	61	10	beams	beam	NOUN
fis-3489	61	11	,	,	PUNCT
fis-3489	61	12	steel	steel	NOUN
fis-3489	61	13	plates	plate	NOUN
fis-3489	61	14	are	be	AUX
fis-3489	61	15	glued	glue	VERB
fis-3489	61	16	to	to	ADP
fis-3489	61	17	the	the	DET
fis-3489	61	18	test	test	NOUN
fis-3489	61	19	beams	beam	NOUN
fis-3489	61	20	by	by	ADP
fis-3489	61	21	using	use	VERB
fis-3489	61	22	sika	sika	PROPN
fis-3489	61	23	's	's	PART
fis-3489	61	24	epoxy	epoxy	NOUN
fis-3489	61	25	adhesive	adhesive	NOUN
fis-3489	61	26	sikadur	sikadur	VERB
fis-3489	61	27	752	752	NUM
fis-3489	61	28	.	.	PUNCT
fis-3489	62	1	this	this	DET
fis-3489	62	2	adhesive	adhesive	NOUN
fis-3489	62	3	has	have	VERB
fis-3489	62	4	compressive	compressive	ADJ
fis-3489	62	5	and	and	CCONJ
fis-3489	62	6	tensile	tensile	NOUN
fis-3489	62	7	strengths	strength	NOUN
fis-3489	62	8	of	of	ADP
fis-3489	62	9	50	50	NUM
fis-3489	62	10	mpa	mpa	NOUN
fis-3489	62	11	and	and	CCONJ
fis-3489	62	12	20mpa	20mpa	NOUN
fis-3489	62	13	,	,	PUNCT
fis-3489	62	14	respectively	respectively	ADV
fis-3489	62	15	,	,	PUNCT
fis-3489	62	16	which	which	PRON
fis-3489	62	17	are	be	AUX
fis-3489	62	18	higher	high	ADJ
fis-3489	62	19	than	than	ADP
fis-3489	62	20	the	the	DET
fis-3489	62	21	strengths	strength	NOUN
fis-3489	62	22	of	of	ADP
fis-3489	62	23	concrete	concrete	NOUN
fis-3489	62	24	.	.	PUNCT
fis-3489	63	1	fabrication	fabrication	NOUN
fis-3489	63	2	of	of	ADP
fis-3489	63	3	test	test	NOUN
fis-3489	63	4	specimens	specimen	VERB
fis-3489	63	5	seven	seven	NUM
fis-3489	63	6	identical	identical	ADJ
fis-3489	63	7	rc	rc	PROPN
fis-3489	63	8	beams	beam	NOUN
fis-3489	63	9	are	be	AUX
fis-3489	63	10	fabricated	fabricate	VERB
fis-3489	63	11	based	base	VERB
fis-3489	63	12	on	on	ADP
fis-3489	63	13	the	the	DET
fis-3489	63	14	dimensions	dimension	NOUN
fis-3489	63	15	given	give	VERB
fis-3489	63	16	in	in	ADP
fis-3489	63	17	fig.3	fig.3	PROPN
fis-3489	63	18	.	.	PUNCT
fis-3489	64	1	the	the	DET
fis-3489	64	2	beams	beam	NOUN
fis-3489	64	3	have	have	VERB
fis-3489	64	4	a	a	DET
fis-3489	64	5	span	span	NOUN
fis-3489	64	6	of	of	ADP
fis-3489	64	7	2.0gl	2.0gl	NUM
fis-3489	64	8	m	m	NOUN
fis-3489	64	9	,	,	PUNCT
fis-3489	64	10	a	a	DET
fis-3489	64	11	cross	cross	NOUN
fis-3489	64	12	-	-	NOUN
fis-3489	64	13	section	section	NOUN
fis-3489	64	14	of	of	ADP
fis-3489	64	15	200	200	NUM
fis-3489	64	16	150	150	NUM
fis-3489	64	17			PROPN
fis-3489	64	18	h	h	PROPN
fis-3489	64	19	b	b	NOUN
fis-3489	64	20	mm	mm	INTJ
fis-3489	64	21	mm	mm	INTJ
fis-3489	64	22	.	.	PUNCT
fis-3489	65	1	the	the	DET
fis-3489	65	2	longitudinal	longitudinal	ADJ
fis-3489	65	3	steel	steel	NOUN
fis-3489	65	4	reinforcements	reinforcement	NOUN
fis-3489	65	5	include	include	VERB
fis-3489	65	6	two	two	NUM
fis-3489	65	7	16	16	NUM
fis-3489	65	8	mm	mm	PROPN
fis-3489	65	9	rebars	rebar	NOUN
fis-3489	65	10	in	in	ADP
fis-3489	65	11	tension	tension	NOUN
fis-3489	65	12	and	and	CCONJ
fis-3489	65	13	two	two	NUM
fis-3489	65	14	8	8	NUM
fis-3489	65	15	mm	mm	NOUN
fis-3489	65	16	rebars	rebar	NOUN
fis-3489	65	17	in	in	ADP
fis-3489	65	18	compression	compression	NOUN
fis-3489	65	19	.	.	PUNCT
fis-3489	66	1	stirrups	stirrup	NOUN
fis-3489	66	2	are	be	AUX
fis-3489	66	3	created	create	VERB
fis-3489	66	4	by	by	ADP
fis-3489	66	5	using	use	VERB
fis-3489	66	6	8	8	NUM
fis-3489	66	7	mm	mm	NOUN
fis-3489	66	8	steels	steel	NOUN
fis-3489	66	9	and	and	CCONJ
fis-3489	66	10	they	they	PRON
fis-3489	66	11	are	be	AUX
fis-3489	66	12	arranged	arrange	VERB
fis-3489	66	13	at	at	ADP
fis-3489	66	14	equal	equal	ADJ
fis-3489	66	15	distances	distance	NOUN
fis-3489	66	16	of	of	ADP
fis-3489	66	17	50	50	NUM
fis-3489	66	18	mm	mm	NOUN
fis-3489	66	19	along	along	ADP
fis-3489	66	20	the	the	DET
fis-3489	66	21	beams	beam	NOUN
fis-3489	66	22	.	.	PUNCT
fis-3489	67	1	the	the	DET
fis-3489	67	2	first	first	PROPN
fis-3489	67	3	rc	rc	PROPN
fis-3489	67	4	beam	beam	NOUN
fis-3489	67	5	is	be	AUX
fis-3489	67	6	denoted	denote	VERB
fis-3489	67	7	as	as	ADP
fis-3489	67	8	d0	d0	NOUN
fis-3489	67	9	(	(	PUNCT
fis-3489	67	10	i.e.	i.e.	X
fis-3489	67	11	,	,	PUNCT
fis-3489	67	12	a	a	DET
fis-3489	67	13	reference	reference	NOUN
fis-3489	67	14	beam	beam	NOUN
fis-3489	67	15	)	)	PUNCT
fis-3489	67	16	in	in	ADP
fis-3489	67	17	which	which	PRON
fis-3489	67	18	no	no	DET
fis-3489	67	19	strengthening	strengthening	NOUN
fis-3489	67	20	is	be	AUX
fis-3489	67	21	applied	apply	VERB
fis-3489	67	22	.	.	PUNCT
fis-3489	68	1	the	the	DET
fis-3489	68	2	six	six	NUM
fis-3489	68	3	remaining	remain	VERB
fis-3489	68	4	rc	rc	PROPN
fis-3489	68	5	beams	beam	NOUN
fis-3489	68	6	are	be	AUX
fis-3489	68	7	denoted	denote	VERB
fis-3489	68	8	as	as	ADP
fis-3489	68	9	from	from	ADP
fis-3489	68	10	d1	d1	PROPN
fis-3489	68	11	to	to	ADP
fis-3489	68	12	d6	d6	VERB
fis-3489	68	13	in	in	ADP
fis-3489	68	14	which	which	PRON
fis-3489	68	15	they	they	PRON
fis-3489	68	16	are	be	AUX
fis-3489	68	17	strengthened	strengthen	VERB
fis-3489	68	18	with	with	ADP
fis-3489	68	19	identical	identical	ADJ
fis-3489	68	20	steel	steel	NOUN
fis-3489	68	21	plates	plate	NOUN
fis-3489	68	22	(	(	PUNCT
fis-3489	68	23	fig	fig	NOUN
fis-3489	68	24	.	.	PUNCT
fis-3489	69	1	3	3	NUM
fis-3489	69	2	)	)	PUNCT
fis-3489	69	3	.	.	PUNCT
fis-3489	70	1	the	the	DET
fis-3489	70	2	steel	steel	NOUN
fis-3489	70	3	plates	plate	NOUN
fis-3489	70	4	have	have	VERB
fis-3489	70	5	a	a	DET
fis-3489	70	6	length	length	NOUN
fis-3489	70	7	of	of	ADP
fis-3489	70	8	1.9pl	1.9pl	NUM
fis-3489	70	9	m	m	NOUN
fis-3489	70	10	,	,	PUNCT
fis-3489	70	11	a	a	DET
fis-3489	70	12	width	width	NOUN
fis-3489	70	13	of	of	ADP
fis-3489	70	14	150b	150b	NUM
fis-3489	70	15	mm	mm	NOUN
fis-3489	70	16	,	,	PUNCT
fis-3489	70	17	and	and	CCONJ
fis-3489	70	18	a	a	DET
fis-3489	70	19	thickness	thickness	NOUN
fis-3489	70	20	of	of	ADP
fis-3489	70	21	2.8ph	2.8ph	NUM
fis-3489	70	22	mm	mm	NOUN
fis-3489	70	23	.	.	PUNCT
fis-3489	71	1	the	the	DET
fis-3489	71	2	steel	steel	NOUN
fis-3489	71	3	plates	plate	NOUN
fis-3489	71	4	are	be	AUX
fis-3489	71	5	bonded	bond	VERB
fis-3489	71	6	to	to	ADP
fis-3489	71	7	the	the	DET
fis-3489	71	8	rc	rc	PROPN
fis-3489	71	9	beams	beam	NOUN
fis-3489	71	10	by	by	ADP
fis-3489	71	11	using	use	VERB
fis-3489	71	12	high	high	ADJ
fis-3489	71	13	viscous	viscous	ADJ
fis-3489	71	14	epoxy	epoxy	NOUN
fis-3489	71	15	resin	resin	NOUN
fis-3489	71	16	(	(	PUNCT
fis-3489	71	17	i.e.	i.e.	X
fis-3489	71	18	,	,	PUNCT
fis-3489	71	19	sikadur	sikadur	VERB
fis-3489	71	20	752	752	NUM
fis-3489	71	21	)	)	PUNCT
fis-3489	71	22	.	.	PUNCT
fis-3489	72	1	gluing	gluing	NOUN
fis-3489	72	2	is	be	AUX
fis-3489	72	3	based	base	VERB
fis-3489	72	4	on	on	ADP
fis-3489	72	5	the	the	DET
fis-3489	72	6	injection	injection	NOUN
fis-3489	72	7	molding	molding	NOUN
fis-3489	72	8	method	method	NOUN
fis-3489	72	9	[	[	X
fis-3489	72	10	18	18	NUM
fis-3489	72	11	,	,	PUNCT
fis-3489	72	12	19	19	NUM
fis-3489	72	13	]	]	PUNCT
fis-3489	72	14	.	.	PUNCT
fis-3489	73	1	the	the	DET
fis-3489	73	2	method	method	NOUN
fis-3489	73	3	ensures	ensure	VERB
fis-3489	73	4	that	that	SCONJ
fis-3489	73	5	the	the	DET
fis-3489	73	6	gaps	gap	NOUN
fis-3489	73	7	between	between	ADP
fis-3489	73	8	the	the	DET
fis-3489	73	9	steel	steel	NOUN
fis-3489	73	10	plate	plate	NOUN
fis-3489	73	11	and	and	CCONJ
fis-3489	73	12	concrete	concrete	ADJ
fis-3489	73	13	beam	beam	NOUN
fis-3489	73	14	are	be	AUX
fis-3489	73	15	fully	fully	ADV
fis-3489	73	16	filled	fill	VERB
fis-3489	73	17	with	with	ADP
fis-3489	73	18	the	the	DET
fis-3489	73	19	epoxy	epoxy	NOUN
fis-3489	73	20	without	without	ADP
fis-3489	73	21	voids	voids	NOUN
fis-3489	73	22	so	so	SCONJ
fis-3489	73	23	that	that	SCONJ
fis-3489	73	24	the	the	DET
fis-3489	73	25	sliding	slide	VERB
fis-3489	73	26	resistance	resistance	NOUN
fis-3489	73	27	of	of	ADP
fis-3489	73	28	the	the	DET
fis-3489	73	29	concrete	concrete	NOUN
fis-3489	73	30	is	be	AUX
fis-3489	73	31	maximally	maximally	ADV
fis-3489	73	32	mobilized	mobilize	VERB
fis-3489	73	33	.	.	PUNCT
fis-3489	74	1	the	the	DET
fis-3489	74	2	method	method	NOUN
fis-3489	74	3	may	may	AUX
fis-3489	74	4	include	include	VERB
fis-3489	74	5	three	three	NUM
fis-3489	74	6	basic	basic	ADJ
fis-3489	74	7	steps	step	NOUN
fis-3489	74	8	.	.	PUNCT
fis-3489	75	1	step	step	NOUN
fis-3489	75	2	1	1	NUM
fis-3489	75	3	:	:	PUNCT
fis-3489	75	4	attach	attach	VERB
fis-3489	75	5	the	the	DET
fis-3489	75	6	steel	steel	NOUN
fis-3489	75	7	plate	plate	NOUN
fis-3489	75	8	to	to	ADP
fis-3489	75	9	the	the	DET
fis-3489	75	10	bottom	bottom	ADJ
fis-3489	75	11	surface	surface	NOUN
fis-3489	75	12	of	of	ADP
fis-3489	75	13	the	the	DET
fis-3489	75	14	rc	rc	PROPN
fis-3489	75	15	beam	beam	NOUN
fis-3489	75	16	,	,	PUNCT
fis-3489	75	17	step	step	NOUN
fis-3489	75	18	2	2	NUM
fis-3489	75	19	:	:	PUNCT
fis-3489	75	20	use	use	VERB
fis-3489	75	21	a	a	DET
fis-3489	75	22	low	low	ADJ
fis-3489	75	23	viscous	viscous	ADJ
fis-3489	75	24	resin	resin	NOUN
fis-3489	75	25	(	(	PUNCT
fis-3489	75	26	e.g.	e.g.	ADV
fis-3489	75	27	,	,	PUNCT
fis-3489	75	28	sikadur	sikadur	ADJ
fis-3489	75	29	731	731	NUM
fis-3489	75	30	)	)	PUNCT
fis-3489	75	31	to	to	PART
fis-3489	75	32	seal	seal	VERB
fis-3489	75	33	outer	outer	ADJ
fis-3489	75	34	gaps	gap	NOUN
fis-3489	75	35	between	between	ADP
fis-3489	75	36	the	the	DET
fis-3489	75	37	plate	plate	NOUN
fis-3489	75	38	boundary	boundary	ADJ
fis-3489	75	39	edges	edge	NOUN
fis-3489	75	40	and	and	CCONJ
fis-3489	75	41	the	the	DET
fis-3489	75	42	concrete	concrete	NOUN
fis-3489	75	43	to	to	PART
fis-3489	75	44	form	form	VERB
fis-3489	75	45	a	a	DET
fis-3489	75	46	sealed	seal	VERB
fis-3489	75	47	chamber	chamber	NOUN
fis-3489	75	48	.	.	PUNCT
fis-3489	76	1	step	step	NOUN
fis-3489	76	2	3	3	NUM
fis-3489	76	3	:	:	PUNCT
fis-3489	76	4	to	to	PART
fis-3489	76	5	install	install	VERB
fis-3489	76	6	an	an	DET
fis-3489	76	7	inlet	inlet	NOUN
fis-3489	76	8	valve	valve	NOUN
fis-3489	76	9	at	at	ADP
fis-3489	76	10	one	one	NUM
fis-3489	76	11	end	end	NOUN
fis-3489	76	12	of	of	ADP
fis-3489	76	13	the	the	DET
fis-3489	76	14	steel	steel	NOUN
fis-3489	76	15	plate	plate	NOUN
fis-3489	76	16	(	(	PUNCT
fis-3489	76	17	in	in	ADP
fis-3489	76	18	the	the	DET
fis-3489	76	19	longitudinal	longitudinal	ADJ
fis-3489	76	20	direction	direction	NOUN
fis-3489	76	21	)	)	PUNCT
fis-3489	76	22	,	,	PUNCT
fis-3489	76	23	and	and	CCONJ
fis-3489	76	24	install	install	VERB
fis-3489	76	25	an	an	DET
fis-3489	76	26	outlet	outlet	NOUN
fis-3489	76	27	valve	valve	NOUN
fis-3489	76	28	at	at	ADP
fis-3489	76	29	another	another	DET
fis-3489	76	30	end	end	NOUN
fis-3489	76	31	of	of	ADP
fis-3489	76	32	the	the	DET
fis-3489	76	33	steel	steel	NOUN
fis-3489	76	34	plate	plate	NOUN
fis-3489	76	35	,	,	PUNCT
fis-3489	76	36	then	then	ADV
fis-3489	76	37	the	the	DET
fis-3489	76	38	high	high	ADJ
fis-3489	76	39	-	-	PUNCT
fis-3489	76	40	pressure	pressure	NOUN
fis-3489	76	41	pump	pump	NOUN
fis-3489	76	42	is	be	AUX
fis-3489	76	43	installed	instal	VERB
fis-3489	76	44	to	to	PART
fis-3489	76	45	inject	inject	VERB
fis-3489	76	46	the	the	DET
fis-3489	76	47	high	high	ADJ
fis-3489	76	48	viscous	viscous	ADJ
fis-3489	76	49	epoxy	epoxy	NOUN
fis-3489	76	50	resin	resin	NOUN
fis-3489	76	51	into	into	ADP
fis-3489	76	52	the	the	DET
fis-3489	76	53	remaining	remain	VERB
fis-3489	76	54	gaps	gap	NOUN
fis-3489	76	55	between	between	ADP
fis-3489	76	56	the	the	DET
fis-3489	76	57	steel	steel	NOUN
fis-3489	76	58	plate	plate	NOUN
fis-3489	76	59	and	and	CCONJ
fis-3489	76	60	the	the	DET
fis-3489	76	61	concrete	concrete	ADJ
fis-3489	76	62	beam	beam	NOUN
fis-3489	76	63	(	(	PUNCT
fis-3489	76	64	inside	inside	ADP
fis-3489	76	65	the	the	DET
fis-3489	76	66	chamber	chamber	NOUN
fis-3489	76	67	)	)	PUNCT
fis-3489	76	68	.	.	PUNCT
fis-3489	77	1	the	the	DET
fis-3489	77	2	inlet	inlet	NOUN
fis-3489	77	3	valve	valve	NOUN
fis-3489	77	4	only	only	ADV
fis-3489	77	5	allows	allow	VERB
fis-3489	77	6	the	the	DET
fis-3489	77	7	resin	resin	NOUN
fis-3489	77	8	to	to	PART
fis-3489	77	9	flow	flow	VERB
fis-3489	77	10	in	in	ADP
fis-3489	77	11	one	one	NUM
fis-3489	77	12	direction	direction	NOUN
fis-3489	77	13	.	.	PUNCT
fis-3489	78	1	the	the	DET
fis-3489	78	2	outlet	outlet	NOUN
fis-3489	78	3	valve	valve	NOUN
fis-3489	78	4	is	be	AUX
fis-3489	78	5	unlocked	unlock	VERB
fis-3489	78	6	to	to	PART
fis-3489	78	7	ensure	ensure	VERB
fis-3489	78	8	that	that	SCONJ
fis-3489	78	9	the	the	DET
fis-3489	78	10	resin	resin	NOUN
fis-3489	78	11	can	can	AUX
fis-3489	78	12	be	be	AUX
fis-3489	78	13	flowed	flow	VERB
fis-3489	78	14	out	out	ADP
fis-3489	78	15	.	.	PUNCT
fis-3489	79	1	after	after	ADP
fis-3489	79	2	seeing	see	VERB
fis-3489	79	3	a	a	DET
fis-3489	79	4	small	small	ADJ
fis-3489	79	5	amount	amount	NOUN
fis-3489	79	6	of	of	ADP
fis-3489	79	7	the	the	DET
fis-3489	79	8	resin	resin	NOUN
fis-3489	79	9	flow	flow	VERB
fis-3489	79	10	out	out	ADP
fis-3489	79	11	from	from	ADP
fis-3489	79	12	the	the	DET
fis-3489	79	13	outlet	outlet	NOUN
fis-3489	79	14	valve	valve	NOUN
fis-3489	79	15	,	,	PUNCT
fis-3489	79	16	the	the	DET
fis-3489	79	17	outlet	outlet	NOUN
fis-3489	79	18	valve	valve	NOUN
fis-3489	79	19	is	be	AUX
fis-3489	79	20	locked	lock	VERB
fis-3489	79	21	while	while	SCONJ
fis-3489	79	22	the	the	DET
fis-3489	79	23	inlet	inlet	NOUN
fis-3489	79	24	valve	valve	NOUN
fis-3489	79	25	is	be	AUX
fis-3489	79	26	opened	open	VERB
fis-3489	79	27	for	for	ADP
fis-3489	79	28	about	about	ADV
fis-3489	79	29	five	five	NUM
fis-3489	79	30	minutes	minute	NOUN
fis-3489	79	31	so	so	SCONJ
fis-3489	79	32	that	that	SCONJ
fis-3489	79	33	resin	resin	NOUN
fis-3489	79	34	can	can	AUX
fis-3489	79	35	be	be	AUX
fis-3489	79	36	fully	fully	ADV
fis-3489	79	37	pumped	pump	VERB
fis-3489	79	38	/	/	SYM
fis-3489	79	39	filled	fill	VERB
fis-3489	79	40	in	in	ADP
fis-3489	79	41	all	all	DET
fis-3489	79	42	voids	voids	NOUN
fis-3489	79	43	in	in	ADP
fis-3489	79	44	the	the	DET
fis-3489	79	45	chamber	chamber	NOUN
fis-3489	79	46	.	.	PUNCT
fis-3489	80	1	after	after	ADP
fis-3489	80	2	that	that	PRON
fis-3489	80	3	,	,	PUNCT
fis-3489	80	4	the	the	DET
fis-3489	80	5	pumping	pumping	NOUN
fis-3489	80	6	is	be	AUX
fis-3489	80	7	stopped	stop	VERB
fis-3489	80	8	and	and	CCONJ
fis-3489	80	9	the	the	DET
fis-3489	80	10	system	system	NOUN
fis-3489	80	11	remains	remain	VERB
fis-3489	80	12	for	for	ADP
fis-3489	80	13	24	24	NUM
fis-3489	80	14	hours	hour	NOUN
fis-3489	80	15	so	so	SCONJ
fis-3489	80	16	that	that	SCONJ
fis-3489	80	17	the	the	DET
fis-3489	80	18	resin	resin	NOUN
fis-3489	80	19	can	can	AUX
fis-3489	80	20	be	be	AUX
fis-3489	80	21	fully	fully	ADV
fis-3489	80	22	cured	cure	VERB
fis-3489	80	23	.	.	PUNCT
fis-3489	81	1	as	as	SCONJ
fis-3489	81	2	discussed	discuss	VERB
fis-3489	81	3	,	,	PUNCT
fis-3489	81	4	because	because	SCONJ
fis-3489	81	5	the	the	DET
fis-3489	81	6	target	target	NOUN
fis-3489	81	7	of	of	ADP
fis-3489	81	8	this	this	DET
fis-3489	81	9	work	work	NOUN
fis-3489	81	10	is	be	AUX
fis-3489	81	11	to	to	PART
fis-3489	81	12	observe	observe	VERB
fis-3489	81	13	the	the	DET
fis-3489	81	14	possible	possible	ADJ
fis-3489	81	15	brittle	brittle	ADJ
fis-3489	81	16	failure	failure	NOUN
fis-3489	81	17	modes	mode	NOUN
fis-3489	81	18	of	of	ADP
fis-3489	81	19	the	the	DET
fis-3489	81	20	beams	beam	NOUN
fis-3489	81	21	under	under	ADP
fis-3489	81	22	bending	bend	VERB
fis-3489	81	23	,	,	PUNCT
fis-3489	81	24	all	all	PRON
fis-3489	81	25	of	of	ADP
fis-3489	81	26	the	the	DET
fis-3489	81	27	strengthened	strengthen	VERB
fis-3489	81	28	rc	rc	PROPN
fis-3489	81	29	beams	beam	NOUN
fis-3489	81	30	are	be	AUX
fis-3489	81	31	thus	thus	ADV
fis-3489	81	32	fabricated	fabricate	VERB
fis-3489	81	33	based	base	VERB
fis-3489	81	34	on	on	ADP
fis-3489	81	35	the	the	DET
fis-3489	81	36	same	same	ADJ
fis-3489	81	37	material	material	NOUN
fis-3489	81	38	and	and	CCONJ
fis-3489	81	39	reinforcement	reinforcement	NOUN
fis-3489	81	40	arrangements	arrangement	NOUN
fis-3489	81	41	to	to	PART
fis-3489	81	42	justify	justify	VERB
fis-3489	81	43	the	the	DET
fis-3489	81	44	failure	failure	NOUN
fis-3489	81	45	modes	mode	NOUN
fis-3489	81	46	maybe	maybe	ADV
fis-3489	81	47	not	not	PART
fis-3489	81	48	like	like	ADP
fis-3489	81	49	those	those	PRON
fis-3489	81	50	observed	observe	VERB
fis-3489	81	51	in	in	ADP
fis-3489	81	52	studies	study	NOUN
fis-3489	81	53	[	[	X
fis-3489	81	54	4][16	4][16	NUM
fis-3489	81	55	-	-	SYM
fis-3489	81	56	18	18	NUM
fis-3489	81	57	]	]	PUNCT
fis-3489	81	58	.	.	PUNCT
fis-3489	82	1	no	no	INTJ
fis-3489	82	2	.	.	PUNCT
fis-3489	83	1	parameters	parameter	NOUN
fis-3489	83	2	(	(	PUNCT
fis-3489	83	3	notation	notation	NOUN
fis-3489	83	4	)	)	PUNCT
fis-3489	83	5	unit	unit	NOUN
fis-3489	83	6	test	test	NOUN
fis-3489	83	7	value	value	NOUN
fis-3489	83	8	1	1	NUM
fis-3489	83	9	cube	cube	NOUN
fis-3489	83	10	concrete	concrete	ADJ
fis-3489	83	11	strength	strength	NOUN
fis-3489	83	12	(	(	PUNCT
fis-3489	83	13	f’c	f’c	PROPN
fis-3489	83	14	)	)	PUNCT
fis-3489	83	15	(	(	PUNCT
fis-3489	83	16	mpa	mpa	NOUN
fis-3489	83	17	)	)	PUNCT
fis-3489	83	18	33.0	33.0	NUM
fis-3489	83	19	2	2	NUM
fis-3489	83	20	yield	yield	NOUN
fis-3489	83	21	strength	strength	NOUN
fis-3489	83	22	of	of	ADP
fis-3489	83	23	steel	steel	NOUN
fis-3489	83	24	bar	bar	NOUN
fis-3489	83	25	(	(	PUNCT
fis-3489	83	26	fy	fy	PROPN
fis-3489	83	27	)	)	PUNCT
fis-3489	83	28	(	(	PUNCT
fis-3489	83	29	mpa	mpa	PROPN
fis-3489	83	30	)	)	PUNCT
fis-3489	83	31	446.2	446.2	NUM
fis-3489	83	32	3	3	NUM
fis-3489	83	33	ultimate	ultimate	ADJ
fis-3489	83	34	strength	strength	NOUN
fis-3489	83	35	of	of	ADP
fis-3489	83	36	steel	steel	NOUN
fis-3489	83	37	bar	bar	NOUN
fis-3489	83	38	(	(	PUNCT
fis-3489	83	39	fu	fu	NOUN
fis-3489	83	40	)	)	PUNCT
fis-3489	83	41	(	(	PUNCT
fis-3489	83	42	mpa	mpa	PROPN
fis-3489	83	43	)	)	PUNCT
fis-3489	83	44	603.6	603.6	NUM
fis-3489	83	45	4	4	NUM
fis-3489	83	46	yield	yield	NOUN
fis-3489	83	47	strength	strength	NOUN
fis-3489	83	48	of	of	ADP
fis-3489	83	49	steel	steel	NOUN
fis-3489	83	50	plate	plate	NOUN
fis-3489	83	51	(	(	PUNCT
fis-3489	83	52	fpy	fpy	PROPN
fis-3489	83	53	)	)	PUNCT
fis-3489	83	54	(	(	PUNCT
fis-3489	83	55	mpa	mpa	PROPN
fis-3489	83	56	)	)	PUNCT
fis-3489	83	57	380.0	380.0	NUM
fis-3489	83	58	5	5	NUM
fis-3489	83	59	ultimate	ultimate	ADJ
fis-3489	83	60	strength	strength	NOUN
fis-3489	83	61	of	of	ADP
fis-3489	83	62	steel	steel	NOUN
fis-3489	83	63	plate	plate	NOUN
fis-3489	83	64	(	(	PUNCT
fis-3489	83	65	fpu	fpu	NOUN
fis-3489	83	66	)	)	PUNCT
fis-3489	83	67	(	(	PUNCT
fis-3489	83	68	mpa	mpa	PROPN
fis-3489	83	69	)	)	PUNCT
fis-3489	83	70	412.0	412.0	NUM
fis-3489	83	71	6	6	NUM
fis-3489	83	72	elastic	elastic	ADJ
fis-3489	83	73	modulus	modulus	NOUN
fis-3489	83	74	of	of	ADP
fis-3489	83	75	steel	steel	NOUN
fis-3489	83	76	bar	bar	NOUN
fis-3489	83	77	(	(	PUNCT
fis-3489	83	78	es	es	NOUN
fis-3489	83	79	)	)	PUNCT
fis-3489	83	80	(	(	PUNCT
fis-3489	83	81	mpa	mpa	PROPN
fis-3489	83	82	)	)	PUNCT
fis-3489	83	83	205,000.0	205,000.0	NOUN
fis-3489	83	84	7	7	NUM
fis-3489	83	85	elastic	elastic	ADJ
fis-3489	83	86	modulus	modulus	NOUN
fis-3489	83	87	of	of	ADP
fis-3489	83	88	steel	steel	NOUN
fis-3489	83	89	plate	plate	NOUN
fis-3489	83	90	(	(	PUNCT
fis-3489	83	91	ep	ep	PROPN
fis-3489	83	92	)	)	PUNCT
fis-3489	83	93	(	(	PUNCT
fis-3489	83	94	mpa	mpa	PROPN
fis-3489	83	95	)	)	PUNCT
fis-3489	83	96	195,000.0	195,000.0	NUM
fis-3489	83	97	table	table	NOUN
fis-3489	83	98	1	1	NUM
fis-3489	83	99	:	:	PUNCT
fis-3489	83	100	mechanical	mechanical	ADJ
fis-3489	83	101	properties	property	NOUN
fis-3489	83	102	of	of	ADP
fis-3489	83	103	testing	test	VERB
fis-3489	83	104	beam	beam	NOUN
fis-3489	83	105	materials	material	NOUN
fis-3489	83	106	.	.	PUNCT
fis-3489	84	1	t	t	PROPN
fis-3489	84	2	v.-h	v.-h	NOUN
fis-3489	84	3	.	.	PUNCT
fis-3489	85	1	nguyen	nguyen	PROPN
fis-3489	85	2	et	et	PROPN
fis-3489	85	3	alii	alii	PROPN
fis-3489	85	4	,	,	PUNCT
fis-3489	85	5	frattura	frattura	PROPN
fis-3489	85	6	ed	ed	PROPN
fis-3489	85	7	integrità	integrità	PROPN
fis-3489	85	8	strutturale	strutturale	PROPN
fis-3489	85	9	,	,	PUNCT
fis-3489	85	10	61	61	NUM
fis-3489	85	11	(	(	PUNCT
fis-3489	85	12	2022	2022	NUM
fis-3489	85	13	)	)	PUNCT
fis-3489	85	14	198	198	NUM
fis-3489	85	15	-	-	SYM
fis-3489	85	16	213	213	NUM
fis-3489	85	17	;	;	PUNCT
fis-3489	85	18	doi	doi	NOUN
fis-3489	85	19	:	:	PUNCT
fis-3489	85	20	10.3221	10.3221	NUM
fis-3489	85	21	/	/	SYM
fis-3489	85	22	igf	igf	PROPN
fis-3489	85	23	-	-	PROPN
fis-3489	85	24	esis.61.13	esis.61.13	ADJ
fis-3489	85	25	201	201	NUM
fis-3489	85	26	figure	figure	NOUN
fis-3489	85	27	3	3	NUM
fis-3489	85	28	:	:	PUNCT
fis-3489	85	29	details	detail	NOUN
fis-3489	85	30	of	of	ADP
fis-3489	85	31	testing	test	VERB
fis-3489	85	32	rc	rc	PROPN
fis-3489	85	33	beams	beam	NOUN
fis-3489	85	34	(	(	PUNCT
fis-3489	85	35	dimensions	dimension	NOUN
fis-3489	85	36	are	be	AUX
fis-3489	85	37	in	in	ADP
fis-3489	85	38	mm	mm	NOUN
fis-3489	85	39	)	)	PUNCT
fis-3489	85	40	test	test	NOUN
fis-3489	85	41	setup	setup	NOUN
fis-3489	85	42	and	and	CCONJ
fis-3489	85	43	instrumentation	instrumentation	NOUN
fis-3489	85	44	the	the	DET
fis-3489	85	45	four	four	NUM
fis-3489	85	46	-	-	PUNCT
fis-3489	85	47	point	point	NOUN
fis-3489	85	48	bending	bend	VERB
fis-3489	85	49	tests	test	NOUN
fis-3489	85	50	are	be	AUX
fis-3489	85	51	conducted	conduct	VERB
fis-3489	85	52	at	at	ADP
fis-3489	85	53	the	the	DET
fis-3489	85	54	laboratory	laboratory	NOUN
fis-3489	85	55	of	of	ADP
fis-3489	85	56	the	the	DET
fis-3489	85	57	university	university	NOUN
fis-3489	85	58	of	of	ADP
fis-3489	85	59	transport	transport	NOUN
fis-3489	85	60	and	and	CCONJ
fis-3489	85	61	communications	communication	NOUN
fis-3489	85	62	.	.	PUNCT
fis-3489	86	1	the	the	DET
fis-3489	86	2	tested	test	VERB
fis-3489	86	3	beam	beam	NOUN
fis-3489	86	4	details	detail	NOUN
fis-3489	86	5	are	be	AUX
fis-3489	86	6	presented	present	VERB
fis-3489	86	7	in	in	ADP
fis-3489	86	8	fig	fig	NOUN
fis-3489	86	9	.	.	PUNCT
fis-3489	87	1	4	4	X
fis-3489	87	2	.	.	PUNCT
fis-3489	87	3	the	the	DET
fis-3489	87	4	beam	beam	NOUN
fis-3489	87	5	is	be	AUX
fis-3489	87	6	loaded	load	VERB
fis-3489	87	7	using	use	VERB
fis-3489	87	8	a	a	DET
fis-3489	87	9	force	force	NOUN
fis-3489	87	10	generator	generator	NOUN
fis-3489	87	11	with	with	ADP
fis-3489	87	12	a	a	DET
fis-3489	87	13	loading	loading	NOUN
fis-3489	87	14	rate	rate	NOUN
fis-3489	87	15	of	of	ADP
fis-3489	87	16	0.5	0.5	NUM
fis-3489	87	17	kn	kn	PROPN
fis-3489	87	18	/	/	SYM
fis-3489	87	19	s	s	AUX
fis-3489	87	20	controlled	control	VERB
fis-3489	87	21	by	by	ADP
fis-3489	87	22	a	a	DET
fis-3489	87	23	load	load	NOUN
fis-3489	87	24	cell	cell	NOUN
fis-3489	87	25	.	.	PUNCT
fis-3489	88	1	this	this	DET
fis-3489	88	2	load	load	NOUN
fis-3489	88	3	rate	rate	NOUN
fis-3489	88	4	is	be	AUX
fis-3489	88	5	low	low	ADJ
fis-3489	88	6	enough	enough	ADV
fis-3489	88	7	to	to	PART
fis-3489	88	8	ensure	ensure	VERB
fis-3489	88	9	static	static	ADJ
fis-3489	88	10	loading	loading	NOUN
fis-3489	88	11	conditions	condition	NOUN
fis-3489	88	12	and	and	CCONJ
fis-3489	88	13	negligible	negligible	ADJ
fis-3489	88	14	dynamic	dynamic	ADJ
fis-3489	88	15	effect	effect	NOUN
fis-3489	88	16	.	.	PUNCT
fis-3489	89	1	in	in	ADP
fis-3489	89	2	laboratory	laboratory	NOUN
fis-3489	89	3	conditions	condition	NOUN
fis-3489	89	4	,	,	PUNCT
fis-3489	89	5	the	the	DET
fis-3489	89	6	bearing	bearing	NOUN
fis-3489	89	7	condition	condition	NOUN
fis-3489	89	8	is	be	AUX
fis-3489	89	9	rigid	rigid	ADJ
fis-3489	89	10	and	and	CCONJ
fis-3489	89	11	assumed	assume	VERB
fis-3489	89	12	to	to	PART
fis-3489	89	13	be	be	AUX
fis-3489	89	14	no	no	DET
fis-3489	89	15	displacement	displacement	NOUN
fis-3489	89	16	,	,	PUNCT
fis-3489	89	17	thus	thus	ADV
fis-3489	89	18	one	one	NUM
fis-3489	89	19	displacement	displacement	ADJ
fis-3489	89	20	transducer	transducer	NOUN
fis-3489	89	21	is	be	AUX
fis-3489	89	22	mounted	mount	VERB
fis-3489	89	23	in	in	ADP
fis-3489	89	24	the	the	DET
fis-3489	89	25	middle	middle	NOUN
fis-3489	89	26	of	of	ADP
fis-3489	89	27	the	the	DET
fis-3489	89	28	beam	beam	NOUN
fis-3489	89	29	to	to	PART
fis-3489	89	30	measure	measure	VERB
fis-3489	89	31	mid	mid	ADJ
fis-3489	89	32	-	-	ADJ
fis-3489	89	33	span	span	ADJ
fis-3489	89	34	deflection	deflection	NOUN
fis-3489	89	35	.	.	PUNCT
fis-3489	90	1	the	the	DET
fis-3489	90	2	load	load	NOUN
fis-3489	90	3	cell	cell	NOUN
fis-3489	90	4	is	be	AUX
fis-3489	90	5	lrcn	lrcn	PROPN
fis-3489	90	6	730	730	NUM
fis-3489	90	7	1000	1000	NUM
fis-3489	90	8	from	from	ADP
fis-3489	90	9	cooper	cooper	PROPN
fis-3489	90	10	instrument	instrument	PROPN
fis-3489	90	11	&	&	CCONJ
fis-3489	90	12	system	system	PROPN
fis-3489	90	13	(	(	PUNCT
fis-3489	90	14	us	us	PROPN
fis-3489	90	15	)	)	PUNCT
fis-3489	90	16	whose	whose	DET
fis-3489	90	17	sampling	sample	VERB
fis-3489	90	18	frequency	frequency	NOUN
fis-3489	90	19	is	be	AUX
fis-3489	90	20	30	30	NUM
fis-3489	90	21	hz	hz	NOUN
fis-3489	90	22	.	.	PUNCT
fis-3489	91	1	as	as	SCONJ
fis-3489	91	2	the	the	DET
fis-3489	91	3	slip	slip	NOUN
fis-3489	91	4	in	in	ADP
fis-3489	91	5	concrete	concrete	NOUN
fis-3489	91	6	is	be	AUX
fis-3489	91	7	the	the	DET
fis-3489	91	8	main	main	ADJ
fis-3489	91	9	reason	reason	NOUN
fis-3489	91	10	for	for	ADP
fis-3489	91	11	rupture	rupture	NOUN
fis-3489	91	12	,	,	PUNCT
fis-3489	91	13	however	however	ADV
fis-3489	91	14	,	,	PUNCT
fis-3489	91	15	measuring	measure	VERB
fis-3489	91	16	these	these	DET
fis-3489	91	17	stresses	stress	NOUN
fis-3489	91	18	in	in	ADP
fis-3489	91	19	this	this	DET
fis-3489	91	20	zone	zone	NOUN
fis-3489	91	21	are	be	AUX
fis-3489	91	22	difficult	difficult	ADJ
fis-3489	91	23	and	and	CCONJ
fis-3489	91	24	may	may	AUX
fis-3489	91	25	be	be	AUX
fis-3489	91	26	affected	affect	VERB
fis-3489	91	27	by	by	ADP
fis-3489	91	28	cracks	crack	NOUN
fis-3489	91	29	during	during	ADP
fis-3489	91	30	bending	bend	VERB
fis-3489	91	31	.	.	PUNCT
fis-3489	92	1	thus	thus	ADV
fis-3489	92	2	,	,	PUNCT
fis-3489	92	3	the	the	DET
fis-3489	92	4	stresses	stress	NOUN
fis-3489	92	5	in	in	ADP
fis-3489	92	6	steel	steel	NOUN
fis-3489	92	7	plates	plate	NOUN
fis-3489	92	8	are	be	AUX
fis-3489	92	9	measured	measure	VERB
fis-3489	92	10	.	.	PUNCT
fis-3489	93	1	to	to	PART
fis-3489	93	2	determine	determine	VERB
fis-3489	93	3	the	the	DET
fis-3489	93	4	stress	stress	NOUN
fis-3489	93	5	in	in	ADP
fis-3489	93	6	the	the	DET
fis-3489	93	7	steel	steel	NOUN
fis-3489	93	8	plate	plate	NOUN
fis-3489	93	9	,	,	PUNCT
fis-3489	93	10	three	three	NUM
fis-3489	93	11	strain	strain	NOUN
fis-3489	93	12	gauges	gauge	NOUN
fis-3489	93	13	are	be	AUX
fis-3489	93	14	attached	attach	VERB
fis-3489	93	15	to	to	ADP
fis-3489	93	16	the	the	DET
fis-3489	93	17	steel	steel	NOUN
fis-3489	93	18	plates	plate	NOUN
fis-3489	93	19	.	.	PUNCT
fis-3489	94	1	the	the	DET
fis-3489	94	2	strain	strain	NOUN
fis-3489	94	3	gauge	gauge	NOUN
fis-3489	94	4	type	type	NOUN
fis-3489	94	5	is	be	AUX
fis-3489	94	6	kc-60	kc-60	NOUN
fis-3489	94	7	-	-	PUNCT
fis-3489	94	8	120	120	NUM
fis-3489	94	9	-	-	PUNCT
fis-3489	94	10	a1	a1	NOUN
fis-3489	94	11	-	-	PUNCT
fis-3489	94	12	11	11	NUM
fis-3489	94	13	provided	provide	VERB
fis-3489	94	14	by	by	ADP
fis-3489	94	15	kyowa	kyowa	PROPN
fis-3489	94	16	strain	strain	NOUN
fis-3489	94	17	gages	gage	NOUN
fis-3489	94	18	(	(	PUNCT
fis-3489	94	19	japan	japan	PROPN
fis-3489	94	20	)	)	PUNCT
fis-3489	94	21	.	.	PUNCT
fis-3489	95	1	the	the	DET
fis-3489	95	2	mounting	mount	VERB
fis-3489	95	3	positions	position	NOUN
fis-3489	95	4	of	of	ADP
fis-3489	95	5	the	the	DET
fis-3489	95	6	strain	strain	NOUN
fis-3489	95	7	gauges	gauge	NOUN
fis-3489	95	8	are	be	AUX
fis-3489	95	9	at	at	ADP
fis-3489	95	10	the	the	DET
fis-3489	95	11	middle	middle	NOUN
fis-3489	95	12	of	of	ADP
fis-3489	95	13	the	the	DET
fis-3489	95	14	span	span	NOUN
fis-3489	95	15	and	and	CCONJ
fis-3489	95	16	at	at	ADP
fis-3489	95	17	250	250	NUM
fis-3489	95	18	mm	mm	NOUN
fis-3489	95	19	from	from	ADP
fis-3489	95	20	the	the	DET
fis-3489	95	21	ends	end	NOUN
fis-3489	95	22	of	of	ADP
fis-3489	95	23	the	the	DET
fis-3489	95	24	steel	steel	NOUN
fis-3489	95	25	plates	plate	NOUN
fis-3489	95	26	(	(	PUNCT
fis-3489	95	27	fig	fig	NOUN
fis-3489	95	28	.	.	PUNCT
fis-3489	95	29	4	4	NUM
fis-3489	95	30	)	)	PUNCT
fis-3489	95	31	.	.	PUNCT
fis-3489	96	1	the	the	DET
fis-3489	96	2	loading	loading	NOUN
fis-3489	96	3	force	force	NOUN
fis-3489	96	4	,	,	PUNCT
fis-3489	96	5	beam	beam	NOUN
fis-3489	96	6	displacement	displacement	NOUN
fis-3489	96	7	,	,	PUNCT
fis-3489	96	8	and	and	CCONJ
fis-3489	96	9	strain	strain	NOUN
fis-3489	96	10	are	be	AUX
fis-3489	96	11	recorded	record	VERB
fis-3489	96	12	simultaneously	simultaneously	ADV
fis-3489	96	13	based	base	VERB
fis-3489	96	14	on	on	ADP
fis-3489	96	15	a	a	DET
fis-3489	96	16	control	control	NOUN
fis-3489	96	17	software	software	NOUN
fis-3489	96	18	.	.	PUNCT
fis-3489	97	1	this	this	DET
fis-3489	97	2	software	software	NOUN
fis-3489	97	3	integrated	integrate	VERB
fis-3489	97	4	with	with	ADP
fis-3489	97	5	sensors	sensor	NOUN
fis-3489	97	6	is	be	AUX
fis-3489	97	7	a	a	DET
fis-3489	97	8	data	data	NOUN
fis-3489	97	9	logger	logger	NOUN
fis-3489	97	10	named	name	VERB
fis-3489	97	11	sda	sda	NOUN
fis-3489	97	12	830c	830c	PROPN
fis-3489	97	13	of	of	ADP
fis-3489	97	14	tokyo	tokyo	PROPN
fis-3489	97	15	sokki	sokki	PROPN
fis-3489	97	16	kenkyujio	kenkyujio	PROPN
fis-3489	97	17	co.	co.	PROPN
fis-3489	97	18	ltd	ltd	PROPN
fis-3489	97	19	(	(	PUNCT
fis-3489	97	20	japan	japan	PROPN
fis-3489	97	21	)	)	PUNCT
fis-3489	97	22	.	.	PUNCT
fis-3489	98	1	figure	figure	VERB
fis-3489	98	2	4	4	NUM
fis-3489	98	3	:	:	PUNCT
fis-3489	98	4	configuration	configuration	NOUN
fis-3489	98	5	of	of	ADP
fis-3489	98	6	the	the	DET
fis-3489	98	7	four	four	NUM
fis-3489	98	8	-	-	PUNCT
fis-3489	98	9	point	point	NOUN
fis-3489	98	10	bending	bend	VERB
fis-3489	98	11	test	test	NOUN
fis-3489	98	12	test	test	NOUN
fis-3489	98	13	results	result	NOUN
fis-3489	98	14	and	and	CCONJ
fis-3489	98	15	discussions	discussion	NOUN
fis-3489	98	16	he	he	PRON
fis-3489	98	17	flexural	flexural	ADJ
fis-3489	98	18	resistance	resistance	NOUN
fis-3489	98	19	of	of	ADP
fis-3489	98	20	the	the	DET
fis-3489	98	21	rc	rc	PROPN
fis-3489	98	22	beams	beam	NOUN
fis-3489	98	23	may	may	AUX
fis-3489	98	24	be	be	AUX
fis-3489	98	25	theoretically	theoretically	ADV
fis-3489	98	26	evaluated	evaluate	VERB
fis-3489	98	27	as	as	ADP
fis-3489	98	28	assistant	assistant	ADJ
fis-3489	98	29	solutions	solution	NOUN
fis-3489	98	30	to	to	PART
fis-3489	98	31	basically	basically	ADV
fis-3489	98	32	check	check	VERB
fis-3489	98	33	the	the	DET
fis-3489	98	34	test	test	NOUN
fis-3489	98	35	results	result	NOUN
fis-3489	98	36	.	.	PUNCT
fis-3489	99	1	those	those	PRON
fis-3489	99	2	may	may	AUX
fis-3489	99	3	be	be	AUX
fis-3489	99	4	determined	determine	VERB
fis-3489	99	5	based	base	VERB
fis-3489	99	6	on	on	ADP
fis-3489	99	7	aashto	aashto	PROPN
fis-3489	99	8	lrfd	lrfd	ADJ
fis-3489	99	9	2007	2007	NUM
fis-3489	100	1	[	[	X
fis-3489	100	2	15	15	NUM
fis-3489	100	3	]	]	X
fis-3489	100	4	for	for	ADP
fis-3489	100	5	a	a	DET
fis-3489	100	6	rectangular	rectangular	ADJ
fis-3489	100	7	section	section	NOUN
fis-3489	100	8	as	as	ADP
fis-3489	100	9	eqn	eqn	NOUN
fis-3489	100	10	.	.	PUNCT
fis-3489	101	1	1	1	NUM
fis-3489	101	2	.	.	PUNCT
fis-3489	101	3	'	'	PUNCT
fis-3489	101	4	'	'	PUNCT
fis-3489	101	5	'	'	PUNCT
fis-3489	102	1	2	2	NUM
fis-3489	102	2	2	2	NUM
fis-3489	102	3	2	2	NUM
fis-3489	102	4			NOUN
fis-3489	102	5			PROPN
fis-3489	102	6			NOUN
fis-3489	102	7			PROPN
fis-3489	102	8			PROPN
fis-3489	102	9			X
fis-3489	103	1			PROPN
fis-3489	103	2			CCONJ
fis-3489	103	3			PROPN
fis-3489	103	4			PROPN
fis-3489	103	5			PROPN
fis-3489	103	6			PROPN
fis-3489	104	1			PROPN
fis-3489	105	1			INTJ
fis-3489	106	1			PROPN
fis-3489	106	2			PROPN
fis-3489	107	1			ADJ
fis-3489	107	2			PROPN
fis-3489	107	3			PROPN
fis-3489	107	4			NOUN
fis-3489	107	5			PROPN
fis-3489	107	6			NOUN
fis-3489	108	1	n	n	PRON
fis-3489	108	2	p	p	NOUN
fis-3489	108	3	p	p	X
fis-3489	108	4	p	p	X
fis-3489	108	5	s	s	X
fis-3489	108	6	y	y	NOUN
fis-3489	108	7	p	p	X
fis-3489	109	1	s	s	PROPN
fis-3489	110	1	y	y	PROPN
fis-3489	110	2	s	s	PROPN
fis-3489	110	3	a	a	PRON
fis-3489	110	4	a	a	DET
fis-3489	110	5	a	a	NOUN
fis-3489	110	6	m	m	NOUN
fis-3489	111	1	a	a	DET
fis-3489	111	2	f	f	PROPN
fis-3489	111	3	d	d	NOUN
fis-3489	111	4	a	a	PROPN
fis-3489	111	5	f	f	X
fis-3489	111	6	d	d	NOUN
fis-3489	111	7	a	a	PRON
fis-3489	111	8	f	f	X
fis-3489	111	9	d	d	X
fis-3489	111	10	(	(	PUNCT
fis-3489	111	11	1	1	NUM
fis-3489	111	12	)	)	PUNCT
fis-3489	111	13	in	in	ADP
fis-3489	111	14	which	which	PRON
fis-3489	111	15	,	,	PUNCT
fis-3489	111	16	symbols	symbol	NOUN
fis-3489	111	17	a	a	DET
fis-3489	111	18	,	,	PUNCT
fis-3489	111	19	pd	pd	NOUN
fis-3489	111	20	,	,	PUNCT
fis-3489	111	21	'	'	PUNCT
fis-3489	111	22	sd	sd	ADV
fis-3489	111	23	,	,	PUNCT
fis-3489	111	24	sa	sa	PROPN
fis-3489	111	25	,	,	PUNCT
fis-3489	111	26	'	'	PUNCT
fis-3489	111	27	sa	sa	PROPN
fis-3489	111	28	are	be	AUX
fis-3489	111	29	dimensions	dimension	NOUN
fis-3489	111	30	and	and	CCONJ
fis-3489	111	31	areas	area	NOUN
fis-3489	111	32	are	be	AUX
fis-3489	111	33	they	they	PRON
fis-3489	111	34	are	be	AUX
fis-3489	111	35	defined	define	VERB
fis-3489	111	36	in	in	ADP
fis-3489	111	37	fig	fig	NOUN
fis-3489	111	38	.	.	PUNCT
fis-3489	112	1	5	5	NUM
fis-3489	112	2	,	,	PUNCT
fis-3489	112	3	pf	pf	PROPN
fis-3489	112	4	is	be	AUX
fis-3489	112	5	the	the	DET
fis-3489	112	6	stresses	stress	NOUN
fis-3489	112	7	in	in	ADP
fis-3489	112	8	the	the	DET
fis-3489	112	9	outer	outer	ADJ
fis-3489	112	10	fiber	fiber	NOUN
fis-3489	112	11	of	of	ADP
fis-3489	112	12	the	the	DET
fis-3489	112	13	steel	steel	NOUN
fis-3489	112	14	plate	plate	NOUN
fis-3489	112	15	and	and	CCONJ
fis-3489	112	16	it	it	PRON
fis-3489	112	17	is	be	AUX
fis-3489	112	18	determined	determine	VERB
fis-3489	112	19	by	by	ADP
fis-3489	112	20	assuming	assume	VERB
fis-3489	112	21	a	a	DET
fis-3489	112	22	yield	yield	NOUN
fis-3489	112	23	strength	strength	NOUN
fis-3489	112	24	of	of	ADP
fis-3489	112	25	the	the	DET
fis-3489	112	26	steel	steel	NOUN
fis-3489	112	27	as	as	SCONJ
fis-3489	112	28	prescribed	prescribe	VERB
fis-3489	112	29	by	by	ADP
fis-3489	112	30	the	the	DET
fis-3489	112	31	aashto	aashto	PROPN
fis-3489	112	32	lrfd	lrfd	PROPN
fis-3489	112	33	standards	standard	NOUN
fis-3489	112	34	[	[	X
fis-3489	112	35	26	26	NUM
fis-3489	112	36	]	]	PUNCT
fis-3489	112	37	and	and	CCONJ
fis-3489	112	38	using	use	VERB
fis-3489	112	39	the	the	DET
fis-3489	112	40	dimension	dimension	NOUN
fis-3489	112	41	parameters	parameter	NOUN
fis-3489	112	42	and	and	CCONJ
fis-3489	112	43	material	material	NOUN
fis-3489	112	44	properties	property	NOUN
fis-3489	112	45	as	as	SCONJ
fis-3489	112	46	given	give	VERB
fis-3489	112	47	in	in	ADP
fis-3489	112	48	fig	fig	NOUN
fis-3489	112	49	.	.	PUNCT
fis-3489	113	1	3	3	NUM
fis-3489	113	2	and	and	CCONJ
fis-3489	113	3	tab	tab	NOUN
fis-3489	113	4	.	.	PUNCT
fis-3489	114	1	1	1	X
fis-3489	114	2	.	.	PUNCT
fis-3489	114	3	based	base	VERB
fis-3489	114	4	on	on	ADP
fis-3489	114	5	the	the	DET
fis-3489	114	6	flexural	flexural	ADJ
fis-3489	114	7	moment	moment	NOUN
fis-3489	114	8	(	(	PUNCT
fis-3489	114	9	in	in	ADP
fis-3489	114	10	kn.m	kn.m	NOUN
fis-3489	114	11	)	)	PUNCT
fis-3489	114	12	in	in	ADP
fis-3489	114	13	eq	eq	ADP
fis-3489	114	14	.	.	PUNCT
fis-3489	115	1	(	(	PUNCT
fis-3489	115	2	1	1	NUM
fis-3489	115	3	)	)	PUNCT
fis-3489	115	4	and	and	CCONJ
fis-3489	115	5	the	the	DET
fis-3489	115	6	beam	beam	NOUN
fis-3489	115	7	configuration	configuration	NOUN
fis-3489	115	8	as	as	SCONJ
fis-3489	115	9	presented	present	VERB
fis-3489	115	10	in	in	ADP
fis-3489	115	11	fig	fig	NOUN
fis-3489	115	12	.	.	PUNCT
fis-3489	116	1	4	4	NUM
fis-3489	116	2	,	,	PUNCT
fis-3489	116	3	the	the	DET
fis-3489	116	4	corresponding	corresponding	ADJ
fis-3489	116	5	failure	failure	NOUN
fis-3489	116	6	force	force	NOUN
fis-3489	116	7	fp	fp	X
fis-3489	116	8	(	(	PUNCT
fis-3489	116	9	in	in	ADP
fis-3489	116	10	kn	kn	PROPN
fis-3489	116	11	)	)	PUNCT
fis-3489	116	12	can	can	AUX
fis-3489	116	13	be	be	AUX
fis-3489	116	14	evaluated	evaluate	VERB
fis-3489	116	15	accordingly	accordingly	ADV
fis-3489	116	16	.	.	PUNCT
fis-3489	117	1	1	1	NUM
fis-3489	117	2	load	load	NOUN
fis-3489	117	3	cell	cell	NOUN
fis-3489	117	4	600	600	NUM
fis-3489	117	5	700	700	NUM
fis-3489	117	6	p	p	NOUN
fis-3489	117	7	p	p	NOUN
fis-3489	117	8	2p	2p	NUM
fis-3489	117	9	1	1	NUM
fis-3489	117	10	displacement	displacement	ADJ
fis-3489	117	11	transducer	transducer	NOUN
fis-3489	117	12	3	3	NUM
fis-3489	117	13	strain	strain	NOUN
fis-3489	117	14	gages	gage	NOUN
fis-3489	117	15	lg=2000	lg=2000	NUM
fis-3489	117	16	700	700	NUM
fis-3489	117	17	t	t	NOUN
fis-3489	117	18	v.-h	v.-h	NOUN
fis-3489	117	19	.	.	PUNCT
fis-3489	118	1	nguyen	nguyen	PROPN
fis-3489	118	2	et	et	PROPN
fis-3489	118	3	alii	alii	PROPN
fis-3489	118	4	,	,	PUNCT
fis-3489	118	5	frattura	frattura	PROPN
fis-3489	118	6	ed	ed	PROPN
fis-3489	118	7	integrità	integrità	PROPN
fis-3489	118	8	strutturale	strutturale	PROPN
fis-3489	118	9	,	,	PUNCT
fis-3489	118	10	61	61	NUM
fis-3489	118	11	(	(	PUNCT
fis-3489	118	12	2022	2022	NUM
fis-3489	118	13	)	)	PUNCT
fis-3489	118	14	198	198	NUM
fis-3489	118	15	-	-	SYM
fis-3489	118	16	213	213	NUM
fis-3489	118	17	;	;	PUNCT
fis-3489	118	18	doi	doi	NOUN
fis-3489	118	19	:	:	PUNCT
fis-3489	118	20	10.3221	10.3221	NUM
fis-3489	118	21	/	/	SYM
fis-3489	118	22	igf	igf	PROPN
fis-3489	118	23	-	-	PROPN
fis-3489	118	24	esis.61.13	esis.61.13	ADJ
fis-3489	118	25	202	202	NUM
fis-3489	118	26	figure	figure	NOUN
fis-3489	118	27	5	5	NUM
fis-3489	118	28	:	:	PUNCT
fis-3489	118	29	theoretical	theoretical	ADJ
fis-3489	118	30	bending	bending	NOUN
fis-3489	118	31	capacity	capacity	NOUN
fis-3489	118	32	of	of	ADP
fis-3489	118	33	the	the	DET
fis-3489	118	34	concrete	concrete	ADJ
fis-3489	118	35	beam	beam	NOUN
fis-3489	118	36	section	section	NOUN
fis-3489	118	37	with	with	ADP
fis-3489	118	38	external	external	ADJ
fis-3489	118	39	steel	steel	NOUN
fis-3489	118	40	plate	plate	NOUN
fis-3489	118	41	.	.	PUNCT
fis-3489	119	1	the	the	DET
fis-3489	119	2	experimental	experimental	ADJ
fis-3489	119	3	results	result	NOUN
fis-3489	119	4	on	on	ADP
fis-3489	119	5	the	the	DET
fis-3489	119	6	relationship	relationship	NOUN
fis-3489	119	7	between	between	ADP
fis-3489	119	8	the	the	DET
fis-3489	119	9	measured	measured	ADJ
fis-3489	119	10	forces	force	NOUN
fis-3489	119	11	and	and	CCONJ
fis-3489	119	12	midspan	midspan	ADJ
fis-3489	119	13	deflections	deflection	NOUN
fis-3489	119	14	are	be	AUX
fis-3489	119	15	presented	present	VERB
fis-3489	119	16	in	in	ADP
fis-3489	119	17	fig	fig	NOUN
fis-3489	119	18	.	.	PUNCT
fis-3489	120	1	6	6	NUM
fis-3489	120	2	.	.	X
fis-3489	120	3	as	as	SCONJ
fis-3489	120	4	observed	observe	VERB
fis-3489	120	5	,	,	PUNCT
fis-3489	120	6	the	the	DET
fis-3489	120	7	beams	beam	NOUN
fis-3489	120	8	are	be	AUX
fis-3489	120	9	subjected	subject	VERB
fis-3489	120	10	to	to	ADP
fis-3489	120	11	a	a	DET
fis-3489	120	12	ductile	ductile	NOUN
fis-3489	120	13	failure	failure	NOUN
fis-3489	120	14	mode	mode	NOUN
fis-3489	120	15	and	and	CCONJ
fis-3489	120	16	their	their	PRON
fis-3489	120	17	peak	peak	NOUN
fis-3489	120	18	force	force	NOUN
fis-3489	120	19	values	value	NOUN
fis-3489	120	20	are	be	AUX
fis-3489	120	21	summarized	summarize	VERB
fis-3489	120	22	in	in	ADP
fis-3489	120	23	tab	tab	NOUN
fis-3489	120	24	.	.	PUNCT
fis-3489	121	1	2	2	NUM
fis-3489	121	2	.	.	NOUN
fis-3489	121	3	of	of	ADP
fis-3489	121	4	which	which	PRON
fis-3489	121	5	,	,	PUNCT
fis-3489	121	6	the	the	DET
fis-3489	121	7	beams	beam	NOUN
fis-3489	121	8	with	with	ADP
fis-3489	121	9	an	an	DET
fis-3489	121	10	external	external	ADJ
fis-3489	121	11	steel	steel	NOUN
fis-3489	121	12	plate	plate	NOUN
fis-3489	121	13	effectively	effectively	ADV
fis-3489	121	14	enhance	enhance	VERB
fis-3489	121	15	the	the	DET
fis-3489	121	16	flexural	flexural	ADJ
fis-3489	121	17	strength	strength	NOUN
fis-3489	121	18	with	with	ADP
fis-3489	121	19	an	an	DET
fis-3489	121	20	average	average	ADJ
fis-3489	121	21	increase	increase	NOUN
fis-3489	121	22	of	of	ADP
fis-3489	121	23	flexural	flexural	ADJ
fis-3489	121	24	strength	strength	NOUN
fis-3489	121	25	of	of	ADP
fis-3489	121	26	85	85	NUM
fis-3489	121	27	%	%	NOUN
fis-3489	121	28	(	(	PUNCT
fis-3489	121	29	fig	fig	NOUN
fis-3489	121	30	.	.	NOUN
fis-3489	121	31	6	6	NUM
fis-3489	121	32	and	and	CCONJ
fis-3489	121	33	tab	tab	NOUN
fis-3489	121	34	.	.	NOUN
fis-3489	121	35	2	2	NUM
fis-3489	121	36	)	)	PUNCT
fis-3489	121	37	.	.	PUNCT
fis-3489	122	1	for	for	ADP
fis-3489	122	2	more	more	ADJ
fis-3489	122	3	general	general	ADJ
fis-3489	122	4	failure	failure	NOUN
fis-3489	122	5	scenarios	scenario	NOUN
fis-3489	122	6	,	,	PUNCT
fis-3489	122	7	the	the	DET
fis-3489	122	8	failure	failure	NOUN
fis-3489	122	9	mode	mode	NOUN
fis-3489	122	10	and	and	CCONJ
fis-3489	122	11	the	the	DET
fis-3489	122	12	peak	peak	NOUN
fis-3489	122	13	force	force	NOUN
fis-3489	122	14	values	value	NOUN
fis-3489	122	15	based	base	VERB
fis-3489	122	16	on	on	ADP
fis-3489	122	17	relatively	relatively	ADV
fis-3489	122	18	similar	similar	ADJ
fis-3489	122	19	tests	test	NOUN
fis-3489	122	20	by	by	ADP
fis-3489	122	21	aykac	aykac	NOUN
fis-3489	122	22	et	et	PROPN
fis-3489	122	23	al	al	PROPN
fis-3489	122	24	.	.	PUNCT
fis-3489	123	1	[	[	X
fis-3489	123	2	3	3	NUM
fis-3489	123	3	]	]	PUNCT
fis-3489	123	4	are	be	AUX
fis-3489	123	5	also	also	ADV
fis-3489	123	6	provided	provide	VERB
fis-3489	123	7	in	in	ADP
fis-3489	123	8	tab	tab	NOUN
fis-3489	123	9	.	.	PUNCT
fis-3489	124	1	2	2	X
fis-3489	124	2	.	.	X
fis-3489	124	3	it	it	PRON
fis-3489	124	4	is	be	AUX
fis-3489	124	5	noticed	notice	VERB
fis-3489	124	6	that	that	SCONJ
fis-3489	124	7	both	both	CCONJ
fis-3489	124	8	brittle	brittle	ADJ
fis-3489	124	9	and	and	CCONJ
fis-3489	124	10	ductile	ductile	NOUN
fis-3489	124	11	failure	failure	NOUN
fis-3489	124	12	modes	mode	NOUN
fis-3489	124	13	were	be	AUX
fis-3489	124	14	observed	observe	VERB
fis-3489	124	15	in	in	ADP
fis-3489	124	16	[	[	X
fis-3489	124	17	3	3	NUM
fis-3489	124	18	]	]	PUNCT
fis-3489	124	19	.	.	PUNCT
fis-3489	125	1	in	in	ADP
fis-3489	125	2	fig	fig	NOUN
fis-3489	125	3	.	.	PUNCT
fis-3489	126	1	6	6	NUM
fis-3489	126	2	,	,	PUNCT
fis-3489	126	3	the	the	DET
fis-3489	126	4	tilt	tilt	NOUN
fis-3489	126	5	angle	angle	NOUN
fis-3489	126	6	of	of	ADP
fis-3489	126	7	strengthened	strengthen	VERB
fis-3489	126	8	beams	beam	NOUN
fis-3489	126	9	is	be	AUX
fis-3489	126	10	also	also	ADV
fis-3489	126	11	larger	large	ADJ
fis-3489	126	12	than	than	ADP
fis-3489	126	13	that	that	PRON
fis-3489	126	14	of	of	ADP
fis-3489	126	15	the	the	DET
fis-3489	126	16	referenced	referenced	ADJ
fis-3489	126	17	beam	beam	NOUN
fis-3489	126	18	.	.	PUNCT
fis-3489	127	1	this	this	PRON
fis-3489	127	2	means	mean	VERB
fis-3489	127	3	that	that	SCONJ
fis-3489	127	4	the	the	DET
fis-3489	127	5	strengthened	strengthen	VERB
fis-3489	127	6	beam	beam	NOUN
fis-3489	127	7	stiffness	stiffness	NOUN
fis-3489	127	8	has	have	AUX
fis-3489	127	9	been	be	AUX
fis-3489	127	10	significantly	significantly	ADV
fis-3489	127	11	enhanced	enhance	VERB
fis-3489	127	12	.	.	PUNCT
fis-3489	128	1	crack	crack	NOUN
fis-3489	128	2	distances	distance	NOUN
fis-3489	128	3	were	be	AUX
fis-3489	128	4	measured	measure	VERB
fis-3489	128	5	using	use	VERB
fis-3489	128	6	a	a	DET
fis-3489	128	7	vertical	vertical	ADJ
fis-3489	128	8	line	line	NOUN
fis-3489	128	9	drawn	draw	VERB
fis-3489	128	10	on	on	ADP
fis-3489	128	11	the	the	DET
fis-3489	128	12	surface	surface	NOUN
fis-3489	128	13	of	of	ADP
fis-3489	128	14	the	the	DET
fis-3489	128	15	tested	test	VERB
fis-3489	128	16	beams	beam	NOUN
fis-3489	128	17	.	.	PUNCT
fis-3489	129	1	each	each	DET
fis-3489	129	2	vertical	vertical	ADJ
fis-3489	129	3	lines	line	NOUN
fis-3489	129	4	have	have	VERB
fis-3489	129	5	a	a	DET
fis-3489	129	6	distance	distance	NOUN
fis-3489	129	7	of	of	ADP
fis-3489	129	8	50	50	NUM
fis-3489	129	9	mm	mm	NOUN
fis-3489	129	10	to	to	PART
fis-3489	129	11	determine	determine	VERB
fis-3489	129	12	actual	actual	ADJ
fis-3489	129	13	crack	crack	NOUN
fis-3489	129	14	distances	distance	NOUN
fis-3489	129	15	as	as	SCONJ
fis-3489	129	16	shown	show	VERB
fis-3489	129	17	in	in	ADP
fis-3489	129	18	fig	fig	NOUN
fis-3489	129	19	.	.	PUNCT
fis-3489	130	1	10	10	NUM
fis-3489	130	2	.	.	PUNCT
fis-3489	131	1	the	the	DET
fis-3489	131	2	actual	actual	ADJ
fis-3489	131	3	crack	crack	NOUN
fis-3489	131	4	distances	distance	NOUN
fis-3489	131	5	vary	vary	VERB
fis-3489	131	6	from	from	ADP
fis-3489	131	7	48	48	NUM
fis-3489	131	8	mm	mm	NOUN
fis-3489	131	9	to	to	ADP
fis-3489	131	10	212	212	NUM
fis-3489	131	11	mm	mm	NOUN
fis-3489	131	12	and	and	CCONJ
fis-3489	131	13	calculated	calculate	VERB
fis-3489	131	14	crack	crack	NOUN
fis-3489	131	15	distances	distance	NOUN
fis-3489	131	16	are	be	AUX
fis-3489	131	17	88	88	NUM
fis-3489	131	18	mm	mm	NOUN
fis-3489	131	19	and	and	CCONJ
fis-3489	131	20	176	176	NUM
fis-3489	131	21	mm	mm	NOUN
fis-3489	131	22	.	.	PUNCT
fis-3489	132	1	the	the	DET
fis-3489	132	2	experimental	experimental	ADJ
fis-3489	132	3	results	result	NOUN
fis-3489	132	4	of	of	ADP
fis-3489	132	5	beam	beam	NOUN
fis-3489	132	6	deflection	deflection	NOUN
fis-3489	132	7	in	in	ADP
fis-3489	132	8	fig	fig	NOUN
fis-3489	132	9	.	.	PUNCT
fis-3489	133	1	6	6	NUM
fis-3489	133	2	indicate	indicate	VERB
fis-3489	133	3	that	that	SCONJ
fis-3489	133	4	the	the	DET
fis-3489	133	5	strengthened	strengthen	VERB
fis-3489	133	6	beams	beam	NOUN
fis-3489	133	7	generally	generally	ADV
fis-3489	133	8	have	have	VERB
fis-3489	133	9	lower	low	ADJ
fis-3489	133	10	ductility	ductility	NOUN
fis-3489	133	11	than	than	ADP
fis-3489	133	12	the	the	DET
fis-3489	133	13	reference	reference	NOUN
fis-3489	133	14	beam	beam	NOUN
fis-3489	133	15	.	.	PUNCT
fis-3489	134	1	the	the	DET
fis-3489	134	2	displacement	displacement	NOUN
fis-3489	134	3	of	of	ADP
fis-3489	134	4	the	the	DET
fis-3489	134	5	strengthened	strengthen	VERB
fis-3489	134	6	beam	beam	NOUN
fis-3489	134	7	is	be	AUX
fis-3489	134	8	less	less	ADJ
fis-3489	134	9	than	than	ADP
fis-3489	134	10	in	in	ADP
fis-3489	134	11	the	the	DET
fis-3489	134	12	reference	reference	NOUN
fis-3489	134	13	beam	beam	NOUN
fis-3489	134	14	.	.	PUNCT
fis-3489	135	1	the	the	DET
fis-3489	135	2	experimental	experimental	ADJ
fis-3489	135	3	results	result	NOUN
fis-3489	135	4	of	of	ADP
fis-3489	135	5	aykac	aykac	NOUN
fis-3489	135	6	and	and	CCONJ
fis-3489	135	7	colleagues	colleague	NOUN
fis-3489	135	8	[	[	X
fis-3489	135	9	3	3	NUM
fis-3489	135	10	]	]	PUNCT
fis-3489	135	11	are	be	AUX
fis-3489	135	12	even	even	ADV
fis-3489	135	13	more	more	ADV
fis-3489	135	14	noticeable	noticeable	ADJ
fis-3489	135	15	.	.	PUNCT
fis-3489	136	1	the	the	DET
fis-3489	136	2	brittle	brittle	ADJ
fis-3489	136	3	failure	failure	NOUN
fis-3489	136	4	even	even	ADV
fis-3489	136	5	abrupts	abrupt	NOUN
fis-3489	136	6	in	in	ADP
fis-3489	136	7	strengthened	strengthened	ADJ
fis-3489	136	8	beams	beam	NOUN
fis-3489	136	9	with	with	ADP
fis-3489	136	10	large	large	ADJ
fis-3489	136	11	thickness	thickness	NOUN
fis-3489	136	12	plates	plate	NOUN
fis-3489	136	13	without	without	ADP
fis-3489	136	14	special	special	ADJ
fis-3489	136	15	anchorage	anchorage	NOUN
fis-3489	136	16	measures	measure	NOUN
fis-3489	136	17	[	[	X
fis-3489	136	18	3	3	NUM
fis-3489	136	19	]	]	PUNCT
fis-3489	136	20	.	.	PUNCT
fis-3489	137	1	a	a	DET
fis-3489	137	2	simple	simple	ADJ
fis-3489	137	3	theoretical	theoretical	ADJ
fis-3489	137	4	model	model	NOUN
fis-3489	137	5	will	will	AUX
fis-3489	137	6	be	be	AUX
fis-3489	137	7	proposed	propose	VERB
fis-3489	137	8	in	in	ADP
fis-3489	137	9	the	the	DET
fis-3489	137	10	next	next	ADJ
fis-3489	137	11	section	section	NOUN
fis-3489	137	12	of	of	ADP
fis-3489	137	13	the	the	DET
fis-3489	137	14	present	present	ADJ
fis-3489	137	15	study	study	NOUN
fis-3489	137	16	to	to	PART
fis-3489	137	17	consistently	consistently	ADV
fis-3489	137	18	predict	predict	VERB
fis-3489	137	19	the	the	DET
fis-3489	137	20	brittle	brittle	ADJ
fis-3489	137	21	or	or	CCONJ
fis-3489	137	22	ductile	ductile	NOUN
fis-3489	137	23	failure	failure	NOUN
fis-3489	137	24	modes	mode	NOUN
fis-3489	137	25	of	of	ADP
fis-3489	137	26	the	the	DET
fis-3489	137	27	strengthened	strengthen	VERB
fis-3489	137	28	systems	system	NOUN
fis-3489	137	29	in	in	ADP
fis-3489	137	30	the	the	DET
fis-3489	137	31	present	present	ADJ
fis-3489	137	32	study	study	NOUN
fis-3489	137	33	and	and	CCONJ
fis-3489	137	34	those	those	PRON
fis-3489	137	35	in	in	ADP
fis-3489	137	36	the	the	DET
fis-3489	137	37	study	study	NOUN
fis-3489	137	38	[	[	X
fis-3489	137	39	3	3	NUM
fis-3489	137	40	]	]	PUNCT
fis-3489	137	41	.	.	PUNCT
fis-3489	138	1	figure	figure	VERB
fis-3489	138	2	6	6	NUM
fis-3489	138	3	:	:	PUNCT
fis-3489	138	4	results	result	NOUN
fis-3489	138	5	of	of	ADP
fis-3489	138	6	testing	test	VERB
fis-3489	138	7	forces	force	NOUN
fis-3489	138	8	and	and	CCONJ
fis-3489	138	9	deflections	deflection	NOUN
fis-3489	138	10	.	.	PUNCT
fis-3489	139	1	the	the	DET
fis-3489	139	2	measured	measure	VERB
fis-3489	139	3	strains	strain	NOUN
fis-3489	139	4	of	of	ADP
fis-3489	139	5	the	the	DET
fis-3489	139	6	external	external	ADJ
fis-3489	139	7	steel	steel	NOUN
fis-3489	139	8	plates	plate	NOUN
fis-3489	139	9	are	be	AUX
fis-3489	139	10	presented	present	VERB
fis-3489	139	11	in	in	ADP
fis-3489	139	12	fig	fig	NOUN
fis-3489	139	13	.	.	PUNCT
fis-3489	140	1	7	7	NUM
fis-3489	140	2	to	to	ADP
fis-3489	140	3	fig	fig	NOUN
fis-3489	140	4	.	.	PUNCT
fis-3489	141	1	9	9	NUM
fis-3489	141	2	,	,	PUNCT
fis-3489	141	3	corresponding	correspond	VERB
fis-3489	141	4	to	to	ADP
fis-3489	141	5	the	the	DET
fis-3489	141	6	left	left	ADJ
fis-3489	141	7	plate	plate	NOUN
fis-3489	141	8	end	end	NOUN
fis-3489	141	9	,	,	PUNCT
fis-3489	141	10	middle	middle	ADJ
fis-3489	141	11	,	,	PUNCT
fis-3489	141	12	and	and	CCONJ
fis-3489	141	13	right	right	ADJ
fis-3489	141	14	plate	plate	NOUN
fis-3489	141	15	end	end	NOUN
fis-3489	141	16	of	of	ADP
fis-3489	141	17	beams	beam	NOUN
fis-3489	141	18	d1	d1	PROPN
fis-3489	141	19	,	,	PUNCT
fis-3489	141	20	d2	d2	PROPN
fis-3489	141	21	,	,	PUNCT
fis-3489	141	22	and	and	CCONJ
fis-3489	141	23	d3	d3	PROPN
fis-3489	141	24	,	,	PUNCT
fis-3489	141	25	respectively	respectively	ADV
fis-3489	141	26	.	.	PUNCT
fis-3489	142	1	also	also	ADV
fis-3489	142	2	,	,	PUNCT
fis-3489	142	3	overlaid	overlay	VERB
fis-3489	142	4	on	on	ADP
fis-3489	142	5	the	the	DET
fis-3489	142	6	figures	figure	NOUN
fis-3489	142	7	are	be	AUX
fis-3489	142	8	the	the	DET
fis-3489	142	9	strains	strain	NOUN
fis-3489	142	10	(	(	PUNCT
fis-3489	142	11	shown	show	VERB
fis-3489	142	12	as	as	ADP
fis-3489	142	13	horizontal	horizontal	ADJ
fis-3489	142	14	lines	line	NOUN
fis-3489	142	15	)	)	PUNCT
fis-3489	142	16	based	base	VERB
fis-3489	142	17	on	on	ADP
fis-3489	142	18	theoretical	theoretical	ADJ
fis-3489	142	19	models	model	NOUN
fis-3489	142	20	of	of	ADP
fis-3489	142	21	raoof	raoof	NOUN
fis-3489	142	22	's	's	PART
fis-3489	142	23	theory	theory	NOUN
fis-3489	142	24	[	[	X
fis-3489	142	25	20	20	NUM
fis-3489	142	26	]	]	PUNCT
fis-3489	142	27	,	,	PUNCT
fis-3489	142	28	an	an	DET
fis-3489	142	29	experimental	experimental	ADJ
fis-3489	142	30	yield	yield	NOUN
fis-3489	142	31	strength	strength	NOUN
fis-3489	142	32	value	value	NOUN
fis-3489	142	33	,	,	PUNCT
fis-3489	142	34	and	and	CCONJ
fis-3489	142	35	a	a	DET
fis-3489	142	36	proposed	propose	VERB
fis-3489	142	37	value	value	NOUN
fis-3489	142	38	of	of	ADP
fis-3489	142	39	the	the	DET
fis-3489	142	40	present	present	ADJ
fis-3489	142	41	study	study	NOUN
fis-3489	142	42	that	that	PRON
fis-3489	142	43	will	will	AUX
fis-3489	142	44	be	be	AUX
fis-3489	142	45	discussed	discuss	VERB
fis-3489	142	46	in	in	ADP
fis-3489	142	47	the	the	DET
fis-3489	142	48	next	next	ADJ
fis-3489	142	49	part	part	NOUN
fis-3489	142	50	of	of	ADP
fis-3489	142	51	the	the	DET
fis-3489	142	52	present	present	ADJ
fis-3489	142	53	study	study	NOUN
fis-3489	142	54	.	.	PUNCT
fis-3489	143	1	generally	generally	ADV
fis-3489	143	2	,	,	PUNCT
fis-3489	143	3	it	it	PRON
fis-3489	143	4	is	be	AUX
fis-3489	143	5	observed	observe	VERB
fis-3489	143	6	that	that	SCONJ
fis-3489	143	7	the	the	DET
fis-3489	143	8	beams	beam	NOUN
fis-3489	143	9	v.-h	v.-h	VERB
fis-3489	143	10	.	.	PUNCT
fis-3489	144	1	nguyen	nguyen	PROPN
fis-3489	144	2	et	et	PROPN
fis-3489	144	3	alii	alii	PROPN
fis-3489	144	4	,	,	PUNCT
fis-3489	144	5	frattura	frattura	PROPN
fis-3489	144	6	ed	ed	PROPN
fis-3489	144	7	integrità	integrità	PROPN
fis-3489	144	8	strutturale	strutturale	PROPN
fis-3489	144	9	,	,	PUNCT
fis-3489	144	10	61	61	NUM
fis-3489	144	11	(	(	PUNCT
fis-3489	144	12	2022	2022	NUM
fis-3489	144	13	)	)	PUNCT
fis-3489	144	14	198	198	NUM
fis-3489	144	15	-	-	SYM
fis-3489	144	16	213	213	NUM
fis-3489	144	17	;	;	PUNCT
fis-3489	144	18	doi	doi	NOUN
fis-3489	144	19	:	:	PUNCT
fis-3489	144	20	10.3221	10.3221	NUM
fis-3489	144	21	/	/	SYM
fis-3489	144	22	igf	igf	PROPN
fis-3489	144	23	-	-	PROPN
fis-3489	144	24	esis.61.13	esis.61.13	ADJ
fis-3489	144	25	203	203	NUM
fis-3489	144	26	are	be	AUX
fis-3489	144	27	observed	observe	VERB
fis-3489	144	28	to	to	PART
fis-3489	144	29	fail	fail	VERB
fis-3489	144	30	in	in	ADP
fis-3489	144	31	the	the	DET
fis-3489	144	32	form	form	NOUN
fis-3489	144	33	of	of	ADP
fis-3489	144	34	ultimate	ultimate	ADJ
fis-3489	144	35	flexural	flexural	ADJ
fis-3489	144	36	strength	strength	NOUN
fis-3489	144	37	,	,	PUNCT
fis-3489	144	38	not	not	PART
fis-3489	144	39	be	be	AUX
fis-3489	144	40	failed	fail	VERB
fis-3489	144	41	by	by	ADP
fis-3489	144	42	shear	shear	NOUN
fis-3489	144	43	failure	failure	NOUN
fis-3489	144	44	modes	mode	NOUN
fis-3489	144	45	.	.	PUNCT
fis-3489	145	1	also	also	ADV
fis-3489	145	2	,	,	PUNCT
fis-3489	145	3	the	the	DET
fis-3489	145	4	stress	stress	NOUN
fis-3489	145	5	of	of	ADP
fis-3489	145	6	the	the	DET
fis-3489	145	7	external	external	ADJ
fis-3489	145	8	plate	plate	NOUN
fis-3489	145	9	based	base	VERB
fis-3489	145	10	on	on	ADP
fis-3489	145	11	raoof	raoof	NOUN
fis-3489	145	12	et	et	PROPN
fis-3489	145	13	al	al	PROPN
fis-3489	145	14	.	.	PUNCT
fis-3489	146	1	[	[	X
fis-3489	146	2	20	20	NUM
fis-3489	146	3	]	]	PUNCT
fis-3489	146	4	includes	include	VERB
fis-3489	146	5	the	the	DET
fis-3489	146	6	upper	upper	ADJ
fis-3489	146	7	and	and	CCONJ
fis-3489	146	8	lower	low	ADJ
fis-3489	146	9	threshold	threshold	NOUN
fis-3489	146	10	stresses	stress	NOUN
fis-3489	146	11	.	.	PUNCT
fis-3489	147	1	as	as	SCONJ
fis-3489	147	2	observed	observe	VERB
fis-3489	147	3	,	,	PUNCT
fis-3489	147	4	the	the	DET
fis-3489	147	5	range	range	NOUN
fis-3489	147	6	of	of	ADP
fis-3489	147	7	stress	stress	NOUN
fis-3489	147	8	change	change	NOUN
fis-3489	147	9	is	be	AUX
fis-3489	147	10	smaller	small	ADJ
fis-3489	147	11	than	than	ADP
fis-3489	147	12	the	the	DET
fis-3489	147	13	experimental	experimental	ADJ
fis-3489	147	14	value	value	NOUN
fis-3489	147	15	.	.	PUNCT
fis-3489	148	1	it	it	PRON
fis-3489	148	2	can	can	AUX
fis-3489	148	3	be	be	AUX
fis-3489	148	4	inferred	infer	VERB
fis-3489	148	5	that	that	SCONJ
fis-3489	148	6	brittle	brittle	ADJ
fis-3489	148	7	rupture	rupture	NOUN
fis-3489	148	8	may	may	AUX
fis-3489	148	9	be	be	AUX
fis-3489	148	10	the	the	DET
fis-3489	148	11	reason	reason	NOUN
fis-3489	148	12	that	that	SCONJ
fis-3489	148	13	the	the	DET
fis-3489	148	14	stresses	stress	NOUN
fis-3489	148	15	in	in	ADP
fis-3489	148	16	the	the	DET
fis-3489	148	17	steel	steel	NOUN
fis-3489	148	18	do	do	AUX
fis-3489	148	19	not	not	PART
fis-3489	148	20	reach	reach	VERB
fis-3489	148	21	the	the	DET
fis-3489	148	22	yield	yield	NOUN
fis-3489	148	23	strength	strength	NOUN
fis-3489	148	24	.	.	PUNCT
fis-3489	149	1	in	in	ADP
fis-3489	149	2	the	the	DET
fis-3489	149	3	present	present	ADJ
fis-3489	149	4	experimental	experimental	ADJ
fis-3489	149	5	beams	beam	NOUN
fis-3489	149	6	,	,	PUNCT
fis-3489	149	7	the	the	DET
fis-3489	149	8	beams	beam	NOUN
fis-3489	149	9	have	have	AUX
fis-3489	149	10	been	be	AUX
fis-3489	149	11	designed	design	VERB
fis-3489	149	12	,	,	PUNCT
fis-3489	149	13	so	so	SCONJ
fis-3489	149	14	that	that	SCONJ
fis-3489	149	15	brittle	brittle	ADJ
fis-3489	149	16	failure	failure	NOUN
fis-3489	149	17	does	do	AUX
fis-3489	149	18	not	not	PART
fis-3489	149	19	occur	occur	VERB
fis-3489	149	20	but	but	CCONJ
fis-3489	149	21	is	be	AUX
fis-3489	149	22	ductile	ductile	NOUN
fis-3489	149	23	.	.	PUNCT
fis-3489	150	1	thus	thus	ADV
fis-3489	150	2	,	,	PUNCT
fis-3489	150	3	the	the	DET
fis-3489	150	4	measured	measure	VERB
fis-3489	150	5	stresses	stress	NOUN
fis-3489	150	6	are	be	AUX
fis-3489	150	7	higher	high	ADJ
fis-3489	150	8	than	than	ADP
fis-3489	150	9	those	those	PRON
fis-3489	150	10	predicted	predict	VERB
fis-3489	150	11	by	by	ADP
fis-3489	150	12	raoof	raoof	NOUN
fis-3489	150	13	et	et	PROPN
fis-3489	150	14	al	al	PROPN
fis-3489	151	1	[	[	X
fis-3489	151	2	20	20	NUM
fis-3489	151	3	]	]	PUNCT
fis-3489	151	4	.	.	PUNCT
fis-3489	152	1	figure	figure	VERB
fis-3489	152	2	7	7	NUM
fis-3489	152	3	:	:	PUNCT
fis-3489	152	4	results	result	NOUN
fis-3489	152	5	of	of	ADP
fis-3489	152	6	steel	steel	NOUN
fis-3489	152	7	plate	plate	NOUN
fis-3489	152	8	strain	strain	NOUN
fis-3489	152	9	versus	versus	ADP
fis-3489	152	10	testing	testing	NOUN
fis-3489	152	11	force	force	NOUN
fis-3489	152	12	at	at	ADP
fis-3489	152	13	mid	mid	ADJ
fis-3489	152	14	span	span	NOUN
fis-3489	152	15	.	.	PUNCT
fis-3489	153	1	figure	figure	VERB
fis-3489	153	2	8	8	NUM
fis-3489	153	3	:	:	PUNCT
fis-3489	153	4	results	result	NOUN
fis-3489	153	5	of	of	ADP
fis-3489	153	6	steel	steel	NOUN
fis-3489	153	7	plate	plate	NOUN
fis-3489	153	8	strain	strain	NOUN
fis-3489	153	9	versus	versus	ADP
fis-3489	153	10	testing	test	VERB
fis-3489	153	11	force	force	NOUN
fis-3489	153	12	at	at	ADP
fis-3489	153	13	left	left	ADJ
fis-3489	153	14	ends	end	NOUN
fis-3489	153	15	.	.	PUNCT
fis-3489	154	1	v.-h	v.-h	NOUN
fis-3489	154	2	.	.	PUNCT
fis-3489	155	1	nguyen	nguyen	PROPN
fis-3489	155	2	et	et	PROPN
fis-3489	155	3	alii	alii	PROPN
fis-3489	155	4	,	,	PUNCT
fis-3489	155	5	frattura	frattura	PROPN
fis-3489	155	6	ed	ed	PROPN
fis-3489	155	7	integrità	integrità	PROPN
fis-3489	155	8	strutturale	strutturale	PROPN
fis-3489	155	9	,	,	PUNCT
fis-3489	155	10	61	61	NUM
fis-3489	155	11	(	(	PUNCT
fis-3489	155	12	2022	2022	NUM
fis-3489	155	13	)	)	PUNCT
fis-3489	155	14	198	198	NUM
fis-3489	155	15	-	-	SYM
fis-3489	155	16	213	213	NUM
fis-3489	155	17	;	;	PUNCT
fis-3489	155	18	doi	doi	NOUN
fis-3489	155	19	:	:	PUNCT
fis-3489	155	20	10.3221	10.3221	NUM
fis-3489	155	21	/	/	SYM
fis-3489	155	22	igf	igf	PROPN
fis-3489	155	23	-	-	PROPN
fis-3489	155	24	esis.61.13	esis.61.13	ADJ
fis-3489	155	25	204	204	NUM
fis-3489	155	26	figure	figure	NOUN
fis-3489	155	27	9	9	NUM
fis-3489	155	28	:	:	PUNCT
fis-3489	155	29	results	result	NOUN
fis-3489	155	30	of	of	ADP
fis-3489	155	31	steel	steel	NOUN
fis-3489	155	32	plate	plate	NOUN
fis-3489	155	33	strain	strain	NOUN
fis-3489	155	34	versus	versus	ADP
fis-3489	155	35	testing	testing	NOUN
fis-3489	155	36	force	force	NOUN
fis-3489	155	37	at	at	ADP
fis-3489	155	38	right	right	ADJ
fis-3489	155	39	ends	end	NOUN
fis-3489	155	40	.	.	PUNCT
fis-3489	156	1	the	the	DET
fis-3489	156	2	present	present	ADJ
fis-3489	156	3	experimental	experimental	ADJ
fis-3489	156	4	observations	observation	NOUN
fis-3489	156	5	on	on	ADP
fis-3489	156	6	the	the	DET
fis-3489	156	7	beam	beam	NOUN
fis-3489	156	8	failure	failure	NOUN
fis-3489	156	9	modes	mode	NOUN
fis-3489	156	10	show	show	VERB
fis-3489	156	11	that	that	SCONJ
fis-3489	156	12	when	when	SCONJ
fis-3489	156	13	a	a	DET
fis-3489	156	14	slip	slip	NOUN
fis-3489	156	15	crack	crack	NOUN
fis-3489	156	16	emerges	emerge	NOUN
fis-3489	156	17	,	,	PUNCT
fis-3489	156	18	the	the	DET
fis-3489	156	19	beam	beam	NOUN
fis-3489	156	20	immediately	immediately	ADV
fis-3489	156	21	fails	fail	VERB
fis-3489	156	22	.	.	PUNCT
fis-3489	157	1	the	the	DET
fis-3489	157	2	longitudinal	longitudinal	ADJ
fis-3489	157	3	sliding	slide	VERB
fis-3489	157	4	position	position	NOUN
fis-3489	157	5	of	of	ADP
fis-3489	157	6	the	the	DET
fis-3489	157	7	external	external	ADJ
fis-3489	157	8	steel	steel	NOUN
fis-3489	157	9	also	also	ADV
fis-3489	157	10	does	do	AUX
fis-3489	157	11	not	not	PART
fis-3489	157	12	automatically	automatically	ADV
fis-3489	157	13	appear	appear	VERB
fis-3489	157	14	at	at	ADP
fis-3489	157	15	the	the	DET
fis-3489	157	16	beam	beam	NOUN
fis-3489	157	17	end	end	NOUN
fis-3489	157	18	position	position	NOUN
fis-3489	157	19	but	but	CCONJ
fis-3489	157	20	it	it	PRON
fis-3489	157	21	may	may	AUX
fis-3489	157	22	happen	happen	VERB
fis-3489	157	23	in	in	ADP
fis-3489	157	24	the	the	DET
fis-3489	157	25	middle	middle	NOUN
fis-3489	157	26	of	of	ADP
fis-3489	157	27	the	the	DET
fis-3489	157	28	beam	beam	NOUN
fis-3489	157	29	,	,	PUNCT
fis-3489	157	30	as	as	SCONJ
fis-3489	157	31	the	the	DET
fis-3489	157	32	sliding	sliding	NOUN
fis-3489	157	33	of	of	ADP
fis-3489	157	34	the	the	DET
fis-3489	157	35	concrete	concrete	NOUN
fis-3489	157	36	in	in	ADP
fis-3489	157	37	the	the	DET
fis-3489	157	38	range	range	NOUN
fis-3489	157	39	between	between	ADP
fis-3489	157	40	successive	successive	ADJ
fis-3489	157	41	cracks	crack	NOUN
fis-3489	157	42	may	may	AUX
fis-3489	157	43	happen	happen	VERB
fis-3489	157	44	randomly	randomly	ADV
fis-3489	157	45	(	(	PUNCT
fis-3489	157	46	fig	fig	NOUN
fis-3489	157	47	.	.	PUNCT
fis-3489	158	1	10	10	NUM
fis-3489	158	2	)	)	PUNCT
fis-3489	158	3	.	.	PUNCT
fis-3489	159	1	at	at	ADP
fis-3489	159	2	the	the	DET
fis-3489	159	3	large	large	ADJ
fis-3489	159	4	moment	moment	NOUN
fis-3489	159	5	location	location	NOUN
fis-3489	159	6	,	,	PUNCT
fis-3489	159	7	the	the	DET
fis-3489	159	8	distance	distance	NOUN
fis-3489	159	9	between	between	ADP
fis-3489	159	10	the	the	DET
fis-3489	159	11	cracks	crack	NOUN
fis-3489	159	12	may	may	AUX
fis-3489	159	13	reach	reach	VERB
fis-3489	159	14	a	a	DET
fis-3489	159	15	minimum	minimum	ADJ
fis-3489	159	16	value	value	NOUN
fis-3489	159	17	,	,	PUNCT
fis-3489	159	18	and	and	CCONJ
fis-3489	159	19	the	the	DET
fis-3489	159	20	slip	slip	NOUN
fis-3489	159	21	stresses	stress	NOUN
fis-3489	159	22	thus	thus	ADV
fis-3489	159	23	reach	reach	VERB
fis-3489	159	24	a	a	DET
fis-3489	159	25	maximum	maximum	ADJ
fis-3489	159	26	value	value	NOUN
fis-3489	159	27	,	,	PUNCT
fis-3489	159	28	conversely	conversely	ADV
fis-3489	159	29	,	,	PUNCT
fis-3489	159	30	when	when	SCONJ
fis-3489	159	31	the	the	DET
fis-3489	159	32	cracks	crack	NOUN
fis-3489	159	33	may	may	AUX
fis-3489	159	34	reach	reach	VERB
fis-3489	159	35	a	a	DET
fis-3489	159	36	maximum	maximum	ADJ
fis-3489	159	37	value	value	NOUN
fis-3489	159	38	,	,	PUNCT
fis-3489	159	39	and	and	CCONJ
fis-3489	159	40	the	the	DET
fis-3489	159	41	slip	slip	NOUN
fis-3489	159	42	stresses	stress	NOUN
fis-3489	159	43	reach	reach	VERB
fis-3489	159	44	a	a	DET
fis-3489	159	45	minimum	minimum	ADJ
fis-3489	159	46	value	value	NOUN
fis-3489	159	47	[	[	X
fis-3489	159	48	3	3	NUM
fis-3489	159	49	,	,	PUNCT
fis-3489	159	50	20	20	NUM
fis-3489	159	51	]	]	PUNCT
fis-3489	159	52	.	.	PUNCT
fis-3489	160	1	as	as	ADP
fis-3489	160	2	a	a	DET
fis-3489	160	3	result	result	NOUN
fis-3489	160	4	,	,	PUNCT
fis-3489	160	5	the	the	DET
fis-3489	160	6	possibility	possibility	NOUN
fis-3489	160	7	of	of	ADP
fis-3489	160	8	sliding	slide	VERB
fis-3489	160	9	along	along	ADP
fis-3489	160	10	the	the	DET
fis-3489	160	11	bending	bend	VERB
fis-3489	160	12	beam	beam	NOUN
fis-3489	160	13	is	be	AUX
fis-3489	160	14	equal	equal	ADJ
fis-3489	160	15	.	.	PUNCT
fis-3489	161	1	although	although	SCONJ
fis-3489	161	2	the	the	DET
fis-3489	161	3	beam	beam	NOUN
fis-3489	161	4	configurations	configuration	NOUN
fis-3489	161	5	were	be	AUX
fis-3489	161	6	identically	identically	ADV
fis-3489	161	7	made	make	VERB
fis-3489	161	8	,	,	PUNCT
fis-3489	161	9	the	the	DET
fis-3489	161	10	beams	beam	NOUN
fis-3489	161	11	d1	d1	PROPN
fis-3489	161	12	,	,	PUNCT
fis-3489	161	13	d3	d3	PROPN
fis-3489	161	14	,	,	PUNCT
fis-3489	161	15	d5	d5	NOUN
fis-3489	161	16	,	,	PUNCT
fis-3489	161	17	and	and	CCONJ
fis-3489	161	18	d6	d6	NOUN
fis-3489	161	19	have	have	AUX
fis-3489	161	20	slipped	slip	VERB
fis-3489	161	21	parts	part	NOUN
fis-3489	161	22	at	at	ADP
fis-3489	161	23	the	the	DET
fis-3489	161	24	end	end	NOUN
fis-3489	161	25	of	of	ADP
fis-3489	161	26	the	the	DET
fis-3489	161	27	plates	plate	NOUN
fis-3489	161	28	,	,	PUNCT
fis-3489	161	29	while	while	SCONJ
fis-3489	161	30	beams	beam	NOUN
fis-3489	161	31	d2	d2	PROPN
fis-3489	161	32	and	and	CCONJ
fis-3489	161	33	d4	d4	PROPN
fis-3489	161	34	have	have	AUX
fis-3489	161	35	slipped	slip	VERB
fis-3489	161	36	parts	part	NOUN
fis-3489	161	37	in	in	ADP
fis-3489	161	38	the	the	DET
fis-3489	161	39	middle	middle	NOUN
fis-3489	161	40	of	of	ADP
fis-3489	161	41	the	the	DET
fis-3489	161	42	plates	plate	NOUN
fis-3489	161	43	(	(	PUNCT
fis-3489	161	44	fig	fig	NOUN
fis-3489	161	45	.	.	PUNCT
fis-3489	162	1	10	10	NUM
fis-3489	162	2	)	)	PUNCT
fis-3489	162	3	.	.	PUNCT
fis-3489	163	1	when	when	SCONJ
fis-3489	163	2	initial	initial	ADJ
fis-3489	163	3	failures	failure	NOUN
fis-3489	163	4	occur	occur	VERB
fis-3489	163	5	at	at	ADP
fis-3489	163	6	one	one	NUM
fis-3489	163	7	location	location	NOUN
fis-3489	163	8	,	,	PUNCT
fis-3489	163	9	they	they	PRON
fis-3489	163	10	will	will	AUX
fis-3489	163	11	not	not	PART
fis-3489	163	12	happen	happen	VERB
fis-3489	163	13	at	at	ADP
fis-3489	163	14	other	other	ADJ
fis-3489	163	15	places	place	NOUN
fis-3489	163	16	because	because	SCONJ
fis-3489	163	17	the	the	DET
fis-3489	163	18	testing	testing	NOUN
fis-3489	163	19	force	force	NOUN
fis-3489	163	20	has	have	AUX
fis-3489	163	21	already	already	ADV
fis-3489	163	22	begun	begin	VERB
fis-3489	163	23	to	to	PART
fis-3489	163	24	decrease	decrease	VERB
fis-3489	163	25	.	.	PUNCT
fis-3489	164	1	(	(	PUNCT
fis-3489	164	2	a	a	X
fis-3489	164	3	)	)	PUNCT
fis-3489	164	4	failure	failure	NOUN
fis-3489	164	5	mode	mode	NOUN
fis-3489	164	6	of	of	ADP
fis-3489	164	7	beam	beam	NOUN
fis-3489	164	8	d0	d0	NOUN
fis-3489	164	9	:	:	PUNCT
fis-3489	164	10	ductile	ductile	NOUN
fis-3489	164	11	failure	failure	NOUN
fis-3489	164	12	at	at	ADP
fis-3489	164	13	midspan	midspan	NOUN
fis-3489	164	14	.	.	PUNCT
fis-3489	165	1	(	(	PUNCT
fis-3489	165	2	b	b	X
fis-3489	165	3	)	)	PUNCT
fis-3489	165	4	rupture	rupture	NOUN
fis-3489	165	5	type	type	NOUN
fis-3489	165	6	of	of	ADP
fis-3489	165	7	d1	d1	NOUN
fis-3489	165	8	:	:	PUNCT
fis-3489	165	9	slip	slip	VERB
fis-3489	165	10	failure	failure	NOUN
fis-3489	165	11	at	at	ADP
fis-3489	165	12	the	the	DET
fis-3489	165	13	left	left	ADJ
fis-3489	165	14	end	end	NOUN
fis-3489	165	15	.	.	PUNCT
fis-3489	166	1	v.-h	v.-h	NOUN
fis-3489	166	2	.	.	PUNCT
fis-3489	167	1	nguyen	nguyen	PROPN
fis-3489	167	2	et	et	PROPN
fis-3489	167	3	alii	alii	PROPN
fis-3489	167	4	,	,	PUNCT
fis-3489	167	5	frattura	frattura	PROPN
fis-3489	167	6	ed	ed	PROPN
fis-3489	167	7	integrità	integrità	PROPN
fis-3489	167	8	strutturale	strutturale	PROPN
fis-3489	167	9	,	,	PUNCT
fis-3489	167	10	61	61	NUM
fis-3489	167	11	(	(	PUNCT
fis-3489	167	12	2022	2022	NUM
fis-3489	167	13	)	)	PUNCT
fis-3489	167	14	198	198	NUM
fis-3489	167	15	-	-	SYM
fis-3489	167	16	213	213	NUM
fis-3489	167	17	;	;	PUNCT
fis-3489	167	18	doi	doi	NOUN
fis-3489	167	19	:	:	PUNCT
fis-3489	167	20	10.3221	10.3221	NUM
fis-3489	167	21	/	/	SYM
fis-3489	167	22	igf	igf	PROPN
fis-3489	167	23	-	-	PROPN
fis-3489	167	24	esis.61.13	esis.61.13	PROPN
fis-3489	167	25	205	205	NUM
fis-3489	167	26	(	(	PUNCT
fis-3489	167	27	c	c	NOUN
fis-3489	167	28	)	)	PUNCT
fis-3489	167	29	rupture	rupture	NOUN
fis-3489	167	30	type	type	NOUN
fis-3489	167	31	of	of	ADP
fis-3489	167	32	d2	d2	NOUN
fis-3489	167	33	:	:	PUNCT
fis-3489	167	34	slip	slip	VERB
fis-3489	167	35	failure	failure	NOUN
fis-3489	167	36	at	at	ADP
fis-3489	167	37	middle	middle	ADJ
fis-3489	167	38	.	.	PUNCT
fis-3489	168	1	(	(	PUNCT
fis-3489	168	2	d	d	X
fis-3489	168	3	)	)	PUNCT
fis-3489	168	4	rupture	rupture	NOUN
fis-3489	168	5	type	type	NOUN
fis-3489	168	6	of	of	ADP
fis-3489	168	7	d3	d3	PROPN
fis-3489	168	8	:	:	PUNCT
fis-3489	168	9	slip	slip	VERB
fis-3489	168	10	failure	failure	NOUN
fis-3489	168	11	at	at	ADP
fis-3489	168	12	the	the	DET
fis-3489	168	13	left	left	ADJ
fis-3489	168	14	end	end	NOUN
fis-3489	168	15	.	.	PUNCT
fis-3489	169	1	€	€	NOUN
fis-3489	169	2	rupture	rupture	NOUN
fis-3489	169	3	type	type	NOUN
fis-3489	169	4	of	of	ADP
fis-3489	169	5	d4	d4	PROPN
fis-3489	169	6	:	:	PUNCT
fis-3489	169	7	slip	slip	VERB
fis-3489	169	8	failure	failure	NOUN
fis-3489	169	9	at	at	ADP
fis-3489	169	10	middle	middle	ADJ
fis-3489	169	11	.	.	PUNCT
fis-3489	170	1	(	(	PUNCT
fis-3489	170	2	f	f	X
fis-3489	170	3	)	)	PUNCT
fis-3489	170	4	rupture	rupture	NOUN
fis-3489	170	5	type	type	NOUN
fis-3489	170	6	of	of	ADP
fis-3489	170	7	d5	d5	NOUN
fis-3489	170	8	:	:	PUNCT
fis-3489	170	9	slip	slip	VERB
fis-3489	170	10	failure	failure	NOUN
fis-3489	170	11	at	at	ADP
fis-3489	170	12	the	the	DET
fis-3489	170	13	left	left	ADJ
fis-3489	170	14	end	end	NOUN
fis-3489	170	15	.	.	PUNCT
fis-3489	171	1	(	(	PUNCT
fis-3489	171	2	g	g	NOUN
fis-3489	171	3	)	)	PUNCT
fis-3489	171	4	rupture	rupture	NOUN
fis-3489	171	5	type	type	NOUN
fis-3489	171	6	of	of	ADP
fis-3489	171	7	d6	d6	NOUN
fis-3489	171	8	:	:	PUNCT
fis-3489	171	9	slip	slip	VERB
fis-3489	171	10	failure	failure	NOUN
fis-3489	171	11	at	at	ADP
fis-3489	171	12	the	the	DET
fis-3489	171	13	left	left	ADJ
fis-3489	171	14	end	end	NOUN
fis-3489	171	15	.	.	PUNCT
fis-3489	172	1	figure	figure	VERB
fis-3489	172	2	10	10	NUM
fis-3489	172	3	:	:	PUNCT
fis-3489	172	4	rupture	rupture	NOUN
fis-3489	172	5	types	type	NOUN
fis-3489	172	6	of	of	ADP
fis-3489	172	7	the	the	DET
fis-3489	172	8	test	test	NOUN
fis-3489	172	9	beams	beam	NOUN
fis-3489	172	10	.	.	PUNCT
fis-3489	173	1	a	a	DET
fis-3489	173	2	proposed	propose	VERB
fis-3489	173	3	theoretical	theoretical	ADJ
fis-3489	173	4	solution	solution	NOUN
fis-3489	173	5	for	for	ADP
fis-3489	173	6	the	the	DET
fis-3489	173	7	prediction	prediction	NOUN
fis-3489	173	8	of	of	ADP
fis-3489	173	9	the	the	DET
fis-3489	173	10	brittle/	brittle/	NUM
fis-3489	173	11	ductile	ductile	NOUN
fis-3489	173	12	failure	failure	NOUN
fis-3489	173	13	modes	mode	VERB
fis-3489	173	14	stress	stress	NOUN
fis-3489	173	15	limit	limit	NOUN
fis-3489	173	16	of	of	ADP
fis-3489	173	17	external	external	ADJ
fis-3489	173	18	steel	steel	NOUN
fis-3489	173	19	plate	plate	NOUN
fis-3489	173	20	at	at	ADP
fis-3489	173	21	rupture	rupture	NOUN
fis-3489	173	22	n	n	CCONJ
fis-3489	173	23	a	a	DET
fis-3489	173	24	reinforced	reinforce	VERB
fis-3489	173	25	concrete	concrete	ADJ
fis-3489	173	26	beam	beam	NOUN
fis-3489	173	27	strengthened	strengthen	VERB
fis-3489	173	28	with	with	ADP
fis-3489	173	29	an	an	DET
fis-3489	173	30	external	external	ADJ
fis-3489	173	31	steel	steel	NOUN
fis-3489	173	32	plate	plate	NOUN
fis-3489	173	33	,	,	PUNCT
fis-3489	173	34	it	it	PRON
fis-3489	173	35	is	be	AUX
fis-3489	173	36	found	find	VERB
fis-3489	173	37	that	that	SCONJ
fis-3489	173	38	the	the	DET
fis-3489	173	39	steel	steel	NOUN
fis-3489	173	40	plate	plate	NOUN
fis-3489	173	41	is	be	AUX
fis-3489	173	42	usually	usually	ADV
fis-3489	173	43	separated	separate	VERB
fis-3489	173	44	from	from	ADP
fis-3489	173	45	the	the	DET
fis-3489	173	46	beam	beam	NOUN
fis-3489	173	47	at	at	ADP
fis-3489	173	48	a	a	DET
fis-3489	173	49	ruptured	ruptured	ADJ
fis-3489	173	50	state	state	NOUN
fis-3489	173	51	in	in	ADP
fis-3489	173	52	the	the	DET
fis-3489	173	53	four	four	NUM
fis-3489	173	54	-	-	PUNCT
fis-3489	173	55	point	point	NOUN
fis-3489	173	56	bending	bend	VERB
fis-3489	173	57	test	test	NOUN
fis-3489	173	58	.	.	PUNCT
fis-3489	174	1	this	this	DET
fis-3489	174	2	phenomenon	phenomenon	NOUN
fis-3489	174	3	frequently	frequently	ADV
fis-3489	174	4	occurs	occur	VERB
fis-3489	174	5	as	as	ADP
fis-3489	174	6	in	in	ADP
fis-3489	174	7	fig	fig	NOUN
fis-3489	174	8	.	.	PUNCT
fis-3489	175	1	11	11	NUM
fis-3489	175	2	.	.	PUNCT
fis-3489	175	3	initially	initially	ADV
fis-3489	175	4	,	,	PUNCT
fis-3489	175	5	cracks	crack	NOUN
fis-3489	175	6	in	in	ADP
fis-3489	175	7	the	the	DET
fis-3489	175	8	concrete	concrete	ADJ
fis-3489	175	9	beam	beam	NOUN
fis-3489	175	10	appear	appear	VERB
fis-3489	175	11	perpendicular	perpendicular	ADJ
fis-3489	175	12	to	to	ADP
fis-3489	175	13	the	the	DET
fis-3489	175	14	beam	beam	NOUN
fis-3489	175	15	axis	axis	NOUN
fis-3489	175	16	,	,	PUNCT
fis-3489	175	17	then	then	ADV
fis-3489	175	18	concrete	concrete	ADJ
fis-3489	175	19	cracks	crack	NOUN
fis-3489	175	20	appear	appear	VERB
fis-3489	175	21	along	along	ADP
fis-3489	175	22	the	the	DET
fis-3489	175	23	beam	beam	NOUN
fis-3489	175	24	and	and	CCONJ
fis-3489	175	25	happen	happen	VERB
fis-3489	175	26	in	in	ADP
fis-3489	175	27	the	the	DET
fis-3489	175	28	zone	zone	NOUN
fis-3489	175	29	between	between	ADP
fis-3489	175	30	the	the	DET
fis-3489	175	31	external	external	ADJ
fis-3489	175	32	steel	steel	NOUN
fis-3489	175	33	plate	plate	NOUN
fis-3489	175	34	and	and	CCONJ
fis-3489	175	35	inner	inner	ADJ
fis-3489	175	36	steel	steel	NOUN
fis-3489	175	37	bars	bar	NOUN
fis-3489	175	38	of	of	ADP
fis-3489	175	39	the	the	DET
fis-3489	175	40	basic	basic	ADJ
fis-3489	175	41	beam	beam	NOUN
fis-3489	175	42	.	.	PUNCT
fis-3489	176	1	this	this	DET
fis-3489	176	2	longitudinal	longitudinal	ADJ
fis-3489	176	3	crack	crack	NOUN
fis-3489	176	4	may	may	AUX
fis-3489	176	5	appear	appear	VERB
fis-3489	176	6	at	at	ADP
fis-3489	176	7	the	the	DET
fis-3489	176	8	end	end	NOUN
fis-3489	176	9	of	of	ADP
fis-3489	176	10	the	the	DET
fis-3489	176	11	beam	beam	NOUN
fis-3489	176	12	or	or	CCONJ
fis-3489	176	13	the	the	DET
fis-3489	176	14	midspan	midspan	NOUN
fis-3489	176	15	of	of	ADP
fis-3489	176	16	the	the	DET
fis-3489	176	17	beam	beam	NOUN
fis-3489	176	18	.	.	PUNCT
fis-3489	177	1	meanwhile	meanwhile	ADV
fis-3489	177	2	,	,	PUNCT
fis-3489	177	3	the	the	DET
fis-3489	177	4	outer	outer	ADJ
fis-3489	177	5	steel	steel	NOUN
fis-3489	177	6	plate	plate	NOUN
fis-3489	177	7	does	do	AUX
fis-3489	177	8	not	not	PART
fis-3489	177	9	break	break	VERB
fis-3489	177	10	.	.	PUNCT
fis-3489	178	1	this	this	DET
fis-3489	178	2	fracture	fracture	NOUN
fis-3489	178	3	usually	usually	ADV
fis-3489	178	4	occurs	occur	VERB
fis-3489	178	5	rather	rather	ADV
fis-3489	178	6	suddenly	suddenly	ADV
fis-3489	178	7	and	and	CCONJ
fis-3489	178	8	it	it	PRON
fis-3489	178	9	is	be	AUX
fis-3489	178	10	called	call	VERB
fis-3489	178	11	as	as	ADP
fis-3489	178	12	a	a	DET
fis-3489	178	13	brittle	brittle	ADJ
fis-3489	178	14	rupture	rupture	NOUN
fis-3489	178	15	.	.	PUNCT
fis-3489	179	1	i	i	PRON
fis-3489	179	2	v.-h	v.-h	VERB
fis-3489	179	3	.	.	PUNCT
fis-3489	180	1	nguyen	nguyen	PROPN
fis-3489	180	2	et	et	PROPN
fis-3489	180	3	alii	alii	PROPN
fis-3489	180	4	,	,	PUNCT
fis-3489	180	5	frattura	frattura	PROPN
fis-3489	180	6	ed	ed	PROPN
fis-3489	180	7	integrità	integrità	PROPN
fis-3489	180	8	strutturale	strutturale	PROPN
fis-3489	180	9	,	,	PUNCT
fis-3489	180	10	61	61	NUM
fis-3489	180	11	(	(	PUNCT
fis-3489	180	12	2022	2022	NUM
fis-3489	180	13	)	)	PUNCT
fis-3489	180	14	198	198	NUM
fis-3489	180	15	-	-	SYM
fis-3489	180	16	213	213	NUM
fis-3489	180	17	;	;	PUNCT
fis-3489	180	18	doi	doi	NOUN
fis-3489	180	19	:	:	PUNCT
fis-3489	180	20	10.3221	10.3221	NUM
fis-3489	180	21	/	/	SYM
fis-3489	180	22	igf	igf	PROPN
fis-3489	180	23	-	-	PROPN
fis-3489	180	24	esis.61.13	esis.61.13	PROPN
fis-3489	180	25	206	206	NUM
fis-3489	180	26	no	no	INTJ
fis-3489	180	27	.	.	PUNCT
fis-3489	181	1	test	test	NOUN
fis-3489	181	2	maximum	maximum	ADJ
fis-3489	181	3	testing	testing	NOUN
fis-3489	181	4	force	force	NOUN
fis-3489	181	5	(	(	PUNCT
fis-3489	181	6	kn	kn	NOUN
fis-3489	181	7	)	)	PUNCT
fis-3489	181	8	failure	failure	NOUN
fis-3489	181	9	mode	mode	NOUN
fis-3489	181	10	1	1	NUM
fis-3489	181	11	beam	beam	NOUN
fis-3489	181	12	d0	d0	NOUN
fis-3489	181	13	110.26	110.26	NUM
fis-3489	181	14	ductile	ductile	NOUN
fis-3489	181	15	2	2	NUM
fis-3489	181	16	beam	beam	NOUN
fis-3489	181	17	d1	d1	PROPN
fis-3489	181	18	164.95	164.95	NUM
fis-3489	181	19	ductile	ductile	NOUN
fis-3489	181	20	3	3	NUM
fis-3489	181	21	beam	beam	NOUN
fis-3489	181	22	d2	d2	PROPN
fis-3489	181	23	157.71	157.71	NUM
fis-3489	181	24	ductile	ductile	NOUN
fis-3489	181	25	4	4	NUM
fis-3489	181	26	beam	beam	NOUN
fis-3489	181	27	d3	d3	PROPN
fis-3489	181	28	154.55	154.55	NUM
fis-3489	181	29	ductile	ductile	NOUN
fis-3489	181	30	5	5	NUM
fis-3489	181	31	beam	beam	NOUN
fis-3489	181	32	d4	d4	PROPN
fis-3489	181	33	152.74	152.74	NUM
fis-3489	181	34	ductile	ductile	NOUN
fis-3489	181	35	6	6	NUM
fis-3489	181	36	beam	beam	NOUN
fis-3489	181	37	d5	d5	NOUN
fis-3489	181	38	155.89	155.89	NUM
fis-3489	181	39	ductile	ductile	NOUN
fis-3489	181	40	7	7	NUM
fis-3489	181	41	beam	beam	NOUN
fis-3489	181	42	d6	d6	NOUN
fis-3489	181	43	153.37	153.37	NUM
fis-3489	181	44	ductile	ductile	NOUN
fis-3489	181	45	8	8	NUM
fis-3489	181	46	beam	beam	NOUN
fis-3489	181	47	sbb1.5	sbb1.5	NOUN
fis-3489	181	48	[	[	X
fis-3489	181	49	3	3	X
fis-3489	181	50	]	]	SYM
fis-3489	181	51	170.00	170.00	NUM
fis-3489	181	52	ductile	ductile	NOUN
fis-3489	181	53	9	9	NUM
fis-3489	181	54	beam	beam	NOUN
fis-3489	181	55	sbb	sbb	PROPN
fis-3489	181	56	3	3	NUM
fis-3489	181	57	[	[	X
fis-3489	181	58	3	3	NUM
fis-3489	181	59	]	]	SYM
fis-3489	181	60	225.00	225.00	NUM
fis-3489	181	61	ductile	ductile	NOUN
fis-3489	181	62	10	10	NUM
fis-3489	181	63	beam	beam	NOUN
fis-3489	181	64	sb	sb	PROPN
fis-3489	181	65	6	6	NUM
fis-3489	181	66	[	[	X
fis-3489	181	67	3	3	NUM
fis-3489	181	68	]	]	SYM
fis-3489	181	69	225.00	225.00	NUM
fis-3489	181	70	brittle	brittle	ADJ
fis-3489	181	71	11	11	NUM
fis-3489	181	72	beam	beam	NOUN
fis-3489	181	73	sb	sb	PROPN
fis-3489	181	74	4.5	4.5	NUM
fis-3489	182	1	[	[	X
fis-3489	182	2	3	3	X
fis-3489	182	3	]	]	SYM
fis-3489	182	4	245.00	245.00	NUM
fis-3489	182	5	brittle	brittle	ADJ
fis-3489	182	6	12	12	NUM
fis-3489	182	7	beam	beam	NOUN
fis-3489	182	8	prb6	prb6	NOUN
fis-3489	183	1	[	[	X
fis-3489	183	2	3	3	X
fis-3489	183	3	]	]	PUNCT
fis-3489	183	4	229.00	229.00	NUM
fis-3489	183	5	brittle	brittle	ADJ
fis-3489	183	6	table	table	NOUN
fis-3489	183	7	2	2	NUM
fis-3489	183	8	:	:	PUNCT
fis-3489	183	9	maximum	maximum	ADJ
fis-3489	183	10	testing	testing	NOUN
fis-3489	183	11	forces	force	NOUN
fis-3489	183	12	(	(	PUNCT
fis-3489	183	13	kn	kn	PROPN
fis-3489	183	14	)	)	PUNCT
fis-3489	183	15	and	and	CCONJ
fis-3489	183	16	failure	failure	NOUN
fis-3489	183	17	modes	mode	NOUN
fis-3489	183	18	of	of	ADP
fis-3489	183	19	the	the	DET
fis-3489	183	20	present	present	ADJ
fis-3489	183	21	beams	beam	NOUN
fis-3489	183	22	and	and	CCONJ
fis-3489	183	23	the	the	DET
fis-3489	183	24	beams	beam	NOUN
fis-3489	183	25	of	of	ADP
fis-3489	183	26	study	study	NOUN
fis-3489	183	27	[	[	X
fis-3489	183	28	3	3	NUM
fis-3489	183	29	]	]	PUNCT
fis-3489	183	30	.	.	PUNCT
fis-3489	184	1	figure	figure	NOUN
fis-3489	184	2	11	11	NUM
fis-3489	184	3	:	:	PUNCT
fis-3489	184	4	peeling	peel	VERB
fis-3489	184	5	rupture	rupture	NOUN
fis-3489	184	6	of	of	ADP
fis-3489	184	7	steel	steel	NOUN
fis-3489	184	8	plate	plate	NOUN
fis-3489	184	9	due	due	ADP
fis-3489	184	10	to	to	ADP
fis-3489	184	11	concrete	concrete	ADJ
fis-3489	184	12	sliding	sliding	NOUN
fis-3489	184	13	.	.	PUNCT
fis-3489	185	1	from	from	ADP
fis-3489	185	2	the	the	DET
fis-3489	185	3	failure	failure	NOUN
fis-3489	185	4	mentioned	mention	VERB
fis-3489	185	5	above	above	ADP
fis-3489	185	6	mode	mode	NOUN
fis-3489	185	7	,	,	PUNCT
fis-3489	185	8	it	it	PRON
fis-3489	185	9	is	be	AUX
fis-3489	185	10	assumed	assume	VERB
fis-3489	185	11	that	that	SCONJ
fis-3489	185	12	the	the	DET
fis-3489	185	13	shear	shear	NOUN
fis-3489	185	14	stress	stress	NOUN
fis-3489	185	15	(	(	PUNCT
fis-3489	185	16	b	b	ADJ
fis-3489	185	17	)	)	PUNCT
fis-3489	185	18	of	of	ADP
fis-3489	185	19	concrete	concrete	NOUN
fis-3489	185	20	in	in	ADP
fis-3489	185	21	the	the	DET
fis-3489	185	22	zone	zone	NOUN
fis-3489	185	23	between	between	ADP
fis-3489	185	24	the	the	DET
fis-3489	185	25	external	external	ADJ
fis-3489	185	26	steel	steel	NOUN
fis-3489	185	27	plate	plate	NOUN
fis-3489	185	28	and	and	CCONJ
fis-3489	185	29	inner	inner	ADJ
fis-3489	185	30	steel	steel	NOUN
fis-3489	185	31	bars	bar	NOUN
fis-3489	185	32	exceeds	exceed	VERB
fis-3489	185	33	the	the	DET
fis-3489	185	34	allowable	allowable	ADJ
fis-3489	185	35	sliding	slide	VERB
fis-3489	185	36	limit	limit	NOUN
fis-3489	185	37	(	(	PUNCT
fis-3489	185	38	u	u	NOUN
fis-3489	185	39	)	)	PUNCT
fis-3489	185	40	,	,	PUNCT
fis-3489	185	41	and	and	CCONJ
fis-3489	185	42	leads	lead	VERB
fis-3489	185	43	to	to	ADP
fis-3489	185	44	a	a	DET
fis-3489	185	45	beam	beam	NOUN
fis-3489	185	46	failure	failure	NOUN
fis-3489	185	47	.	.	PUNCT
fis-3489	186	1	the	the	DET
fis-3489	186	2	loss	loss	NOUN
fis-3489	186	3	of	of	ADP
fis-3489	186	4	adhesion	adhesion	NOUN
fis-3489	186	5	between	between	ADP
fis-3489	186	6	the	the	DET
fis-3489	186	7	outer	outer	ADJ
fis-3489	186	8	steel	steel	NOUN
fis-3489	186	9	and	and	CCONJ
fis-3489	186	10	the	the	DET
fis-3489	186	11	beam	beam	NOUN
fis-3489	186	12	does	do	AUX
fis-3489	186	13	not	not	PART
fis-3489	186	14	occur	occur	VERB
fis-3489	186	15	in	in	ADP
fis-3489	186	16	the	the	DET
fis-3489	186	17	epoxy	epoxy	NOUN
fis-3489	186	18	adhesive	adhesive	NOUN
fis-3489	186	19	because	because	SCONJ
fis-3489	186	20	the	the	DET
fis-3489	186	21	shear	shear	NOUN
fis-3489	186	22	limit	limit	NOUN
fis-3489	186	23	in	in	ADP
fis-3489	186	24	concrete	concrete	NOUN
fis-3489	186	25	is	be	AUX
fis-3489	186	26	usually	usually	ADV
fis-3489	186	27	smaller	small	ADJ
fis-3489	186	28	than	than	ADP
fis-3489	186	29	the	the	DET
fis-3489	186	30	shear	shear	NOUN
fis-3489	186	31	limit	limit	NOUN
fis-3489	186	32	of	of	ADP
fis-3489	186	33	the	the	DET
fis-3489	186	34	epoxy	epoxy	NOUN
fis-3489	186	35	and	and	CCONJ
fis-3489	186	36	the	the	DET
fis-3489	186	37	shear	shear	NOUN
fis-3489	186	38	limit	limit	NOUN
fis-3489	186	39	of	of	ADP
fis-3489	186	40	adhesion	adhesion	NOUN
fis-3489	186	41	between	between	ADP
fis-3489	186	42	the	the	DET
fis-3489	186	43	epoxy	epoxy	NOUN
fis-3489	186	44	layer	layer	NOUN
fis-3489	186	45	and	and	CCONJ
fis-3489	186	46	steel	steel	NOUN
fis-3489	186	47	plate	plate	NOUN
fis-3489	186	48	.	.	PUNCT
fis-3489	187	1	in	in	ADP
fis-3489	187	2	the	the	DET
fis-3489	187	3	early	early	ADJ
fis-3489	187	4	stages	stage	NOUN
fis-3489	187	5	,	,	PUNCT
fis-3489	187	6	vertical	vertical	ADJ
fis-3489	187	7	flexural	flexural	ADJ
fis-3489	187	8	cracks	crack	NOUN
fis-3489	187	9	reduce	reduce	VERB
fis-3489	187	10	the	the	DET
fis-3489	187	11	shear	shear	NOUN
fis-3489	187	12	area	area	NOUN
fis-3489	187	13	of	of	ADP
fis-3489	187	14	the	the	DET
fis-3489	187	15	concrete	concrete	NOUN
fis-3489	187	16	in	in	ADP
fis-3489	187	17	the	the	DET
fis-3489	187	18	slip	slip	NOUN
fis-3489	187	19	direction	direction	NOUN
fis-3489	187	20	and	and	CCONJ
fis-3489	187	21	thus	thus	ADV
fis-3489	187	22	lead	lead	VERB
fis-3489	187	23	to	to	ADP
fis-3489	187	24	the	the	DET
fis-3489	187	25	slip	slip	NOUN
fis-3489	187	26	concentration	concentration	NOUN
fis-3489	187	27	.	.	PUNCT
fis-3489	188	1	when	when	SCONJ
fis-3489	188	2	slip	slip	NOUN
fis-3489	188	3	occurs	occur	VERB
fis-3489	188	4	,	,	PUNCT
fis-3489	188	5	the	the	DET
fis-3489	188	6	adhesion	adhesion	NOUN
fis-3489	188	7	between	between	ADP
fis-3489	188	8	the	the	DET
fis-3489	188	9	external	external	ADJ
fis-3489	188	10	plate	plate	NOUN
fis-3489	188	11	and	and	CCONJ
fis-3489	188	12	the	the	DET
fis-3489	188	13	beam	beam	NOUN
fis-3489	188	14	is	be	AUX
fis-3489	188	15	lost	lose	VERB
fis-3489	188	16	.	.	PUNCT
fis-3489	189	1	as	as	ADP
fis-3489	189	2	a	a	DET
fis-3489	189	3	result	result	NOUN
fis-3489	189	4	,	,	PUNCT
fis-3489	189	5	the	the	DET
fis-3489	189	6	external	external	ADJ
fis-3489	189	7	steel	steel	NOUN
fis-3489	189	8	plate	plate	NOUN
fis-3489	189	9	does	do	AUX
fis-3489	189	10	not	not	PART
fis-3489	189	11	contribute	contribute	VERB
fis-3489	189	12	to	to	ADP
fis-3489	189	13	beam	beam	VERB
fis-3489	189	14	flexural	flexural	ADJ
fis-3489	189	15	resistance	resistance	NOUN
fis-3489	189	16	and	and	CCONJ
fis-3489	189	17	thus	thus	ADV
fis-3489	189	18	the	the	DET
fis-3489	189	19	bending	bend	VERB
fis-3489	189	20	beam	beam	NOUN
fis-3489	189	21	immediately	immediately	ADV
fis-3489	189	22	reaches	reach	VERB
fis-3489	189	23	its	its	PRON
fis-3489	189	24	rupture	rupture	NOUN
fis-3489	189	25	point	point	NOUN
fis-3489	189	26	.	.	PUNCT
fis-3489	190	1	this	this	DET
fis-3489	190	2	assumption	assumption	NOUN
fis-3489	190	3	is	be	AUX
fis-3489	190	4	illustrated	illustrate	VERB
fis-3489	190	5	in	in	ADP
fis-3489	190	6	fig	fig	NOUN
fis-3489	190	7	.	.	PUNCT
fis-3489	191	1	12	12	NUM
fis-3489	191	2	.	.	PUNCT
fis-3489	192	1	figure	figure	NOUN
fis-3489	192	2	12	12	NUM
fis-3489	192	3	:	:	PUNCT
fis-3489	192	4	rupture	rupture	NOUN
fis-3489	192	5	model	model	NOUN
fis-3489	192	6	in	in	ADP
fis-3489	192	7	concrete	concrete	ADJ
fis-3489	192	8	beam	beam	NOUN
fis-3489	192	9	with	with	ADP
fis-3489	192	10	external	external	ADJ
fis-3489	192	11	steel	steel	NOUN
fis-3489	192	12	plate	plate	NOUN
fis-3489	192	13	.	.	PUNCT
fis-3489	193	1	pu	pu	NOUN
fis-3489	193	2	b	b	PROPN
fis-3489	193	3	≥u	≥u	NUM
fis-3489	193	4	m	m	PROPN
fis-3489	193	5	vertical	vertical	ADJ
fis-3489	193	6	cracks	crack	NOUN
fis-3489	193	7	ruptured	rupture	VERB
fis-3489	193	8	line	line	NOUN
fis-3489	193	9	(	(	PUNCT
fis-3489	193	10	longitudinal	longitudinal	ADJ
fis-3489	193	11	cracks	crack	NOUN
fis-3489	193	12	)	)	PUNCT
fis-3489	193	13	external	external	ADJ
fis-3489	193	14	steel	steel	NOUN
fis-3489	193	15	plate	plate	NOUN
fis-3489	193	16	v.-h	v.-h	NOUN
fis-3489	193	17	.	.	PUNCT
fis-3489	194	1	nguyen	nguyen	PROPN
fis-3489	194	2	et	et	PROPN
fis-3489	194	3	alii	alii	PROPN
fis-3489	194	4	,	,	PUNCT
fis-3489	194	5	frattura	frattura	PROPN
fis-3489	194	6	ed	ed	PROPN
fis-3489	194	7	integrità	integrità	PROPN
fis-3489	194	8	strutturale	strutturale	PROPN
fis-3489	194	9	,	,	PUNCT
fis-3489	194	10	61	61	NUM
fis-3489	194	11	(	(	PUNCT
fis-3489	194	12	2022	2022	NUM
fis-3489	194	13	)	)	PUNCT
fis-3489	194	14	198	198	NUM
fis-3489	194	15	-	-	SYM
fis-3489	194	16	213	213	NUM
fis-3489	194	17	;	;	PUNCT
fis-3489	194	18	doi	doi	NOUN
fis-3489	194	19	:	:	PUNCT
fis-3489	194	20	10.3221	10.3221	NUM
fis-3489	194	21	/	/	SYM
fis-3489	194	22	igf	igf	PROPN
fis-3489	194	23	-	-	PROPN
fis-3489	194	24	esis.61.13	esis.61.13	PROPN
fis-3489	194	25	207	207	NUM
fis-3489	194	26	it	it	PRON
fis-3489	194	27	is	be	AUX
fis-3489	194	28	possible	possible	ADJ
fis-3489	194	29	to	to	PART
fis-3489	194	30	determine	determine	VERB
fis-3489	194	31	the	the	DET
fis-3489	194	32	distance	distance	NOUN
fis-3489	194	33	between	between	ADP
fis-3489	194	34	cracks	crack	NOUN
fis-3489	194	35	in	in	ADP
fis-3489	194	36	strengthened	strengthened	ADJ
fis-3489	194	37	concrete	concrete	ADJ
fis-3489	194	38	beams	beam	NOUN
fis-3489	194	39	with	with	ADP
fis-3489	194	40	external	external	ADJ
fis-3489	194	41	steel	steel	NOUN
fis-3489	194	42	plates	plate	NOUN
fis-3489	194	43	under	under	ADP
fis-3489	194	44	flexure	flexure	NOUN
fis-3489	194	45	by	by	ADP
fis-3489	194	46	using	use	VERB
fis-3489	194	47	a	a	DET
fis-3489	194	48	"	"	PUNCT
fis-3489	194	49	tension	tension	NOUN
fis-3489	194	50	chord	chord	NOUN
fis-3489	194	51	"	"	PUNCT
fis-3489	194	52	theory	theory	NOUN
fis-3489	194	53	as	as	SCONJ
fis-3489	194	54	introduced	introduce	VERB
fis-3489	194	55	by	by	ADP
fis-3489	194	56	studies	study	NOUN
fis-3489	194	57	[	[	X
fis-3489	194	58	21	21	NUM
fis-3489	194	59	]	]	X
fis-3489	195	1	[	[	X
fis-3489	195	2	23	23	NUM
fis-3489	195	3	]	]	PUNCT
fis-3489	195	4	.	.	PUNCT
fis-3489	196	1	the	the	DET
fis-3489	196	2	basic	basic	ADJ
fis-3489	196	3	principle	principle	NOUN
fis-3489	196	4	is	be	AUX
fis-3489	196	5	that	that	SCONJ
fis-3489	196	6	the	the	DET
fis-3489	196	7	total	total	ADJ
fis-3489	196	8	forces	force	NOUN
fis-3489	196	9	exerted	exert	VERB
fis-3489	196	10	by	by	ADP
fis-3489	196	11	the	the	DET
fis-3489	196	12	tensile	tensile	NOUN
fis-3489	196	13	concrete	concrete	ADJ
fis-3489	196	14	and	and	CCONJ
fis-3489	196	15	steel	steel	NOUN
fis-3489	196	16	bars	bar	NOUN
fis-3489	196	17	are	be	AUX
fis-3489	196	18	equal	equal	ADJ
fis-3489	196	19	to	to	ADP
fis-3489	196	20	the	the	DET
fis-3489	196	21	sum	sum	NOUN
fis-3489	196	22	of	of	ADP
fis-3489	196	23	the	the	DET
fis-3489	196	24	shear	shear	NOUN
fis-3489	196	25	slip	slip	NOUN
fis-3489	196	26	between	between	ADP
fis-3489	196	27	the	the	DET
fis-3489	196	28	steel	steel	NOUN
fis-3489	196	29	and	and	CCONJ
fis-3489	196	30	the	the	DET
fis-3489	196	31	concrete	concrete	NOUN
fis-3489	196	32	in	in	ADP
fis-3489	196	33	the	the	DET
fis-3489	196	34	tension	tension	NOUN
fis-3489	196	35	zone	zone	NOUN
fis-3489	196	36	.	.	PUNCT
fis-3489	197	1	since	since	SCONJ
fis-3489	197	2	the	the	DET
fis-3489	197	3	outer	outer	ADJ
fis-3489	197	4	steel	steel	NOUN
fis-3489	197	5	is	be	AUX
fis-3489	197	6	connected	connect	VERB
fis-3489	197	7	to	to	ADP
fis-3489	197	8	the	the	DET
fis-3489	197	9	beam	beam	NOUN
fis-3489	197	10	mainly	mainly	ADV
fis-3489	197	11	through	through	ADP
fis-3489	197	12	adhesion	adhesion	NOUN
fis-3489	197	13	to	to	ADP
fis-3489	197	14	the	the	DET
fis-3489	197	15	concrete	concrete	NOUN
fis-3489	197	16	at	at	ADP
fis-3489	197	17	the	the	DET
fis-3489	197	18	bottom	bottom	NOUN
fis-3489	197	19	of	of	ADP
fis-3489	197	20	the	the	DET
fis-3489	197	21	beam	beam	NOUN
fis-3489	197	22	,	,	PUNCT
fis-3489	197	23	the	the	DET
fis-3489	197	24	total	total	ADJ
fis-3489	197	25	tensile	tensile	NOUN
fis-3489	197	26	force	force	NOUN
fis-3489	197	27	in	in	ADP
fis-3489	197	28	the	the	DET
fis-3489	197	29	tensile	tensile	NOUN
fis-3489	197	30	part	part	NOUN
fis-3489	197	31	of	of	ADP
fis-3489	197	32	the	the	DET
fis-3489	197	33	beam	beam	NOUN
fis-3489	197	34	(	(	PUNCT
fis-3489	197	35	tc+ts	tc+ts	NOUN
fis-3489	197	36	=	=	NOUN
fis-3489	197	37	actfct+asfy	actfct+asfy	PROPN
fis-3489	197	38	)	)	PUNCT
fis-3489	197	39	shall	shall	AUX
fis-3489	197	40	balance	balance	VERB
fis-3489	197	41	with	with	ADP
fis-3489	197	42	the	the	DET
fis-3489	197	43	total	total	ADJ
fis-3489	197	44	shear	shear	NOUN
fis-3489	197	45	force	force	NOUN
fis-3489	197	46	between	between	ADP
fis-3489	197	47	the	the	DET
fis-3489	197	48	concrete	concrete	NOUN
fis-3489	197	49	,	,	PUNCT
fis-3489	197	50	the	the	DET
fis-3489	197	51	tensile	tensile	NOUN
fis-3489	197	52	steel	steel	NOUN
fis-3489	197	53	bar	bar	NOUN
fis-3489	197	54	,	,	PUNCT
fis-3489	197	55	and	and	CCONJ
fis-3489	197	56	the	the	DET
fis-3489	197	57	external	external	ADJ
fis-3489	197	58	steel	steel	NOUN
fis-3489	197	59	plate	plate	NOUN
fis-3489	197	60	within	within	ADP
fis-3489	197	61	the	the	DET
fis-3489	197	62	crack	crack	NOUN
fis-3489	197	63	range	range	NOUN
fis-3489	197	64	(	(	PUNCT
fis-3489	197	65	s	s	NOUN
fis-3489	197	66	)	)	PUNCT
fis-3489	197	67	.	.	PUNCT
fis-3489	198	1	this	this	DET
fis-3489	198	2	shear	shear	NOUN
fis-3489	198	3	slip	slip	NOUN
fis-3489	198	4	(	(	PUNCT
fis-3489	198	5	tp	tp	NOUN
fis-3489	198	6	)	)	PUNCT
fis-3489	198	7	is	be	AUX
fis-3489	198	8	the	the	DET
fis-3489	198	9	product	product	NOUN
fis-3489	198	10	of	of	ADP
fis-3489	198	11	the	the	DET
fis-3489	198	12	average	average	ADJ
fis-3489	198	13	shear	shear	NOUN
fis-3489	198	14	stress	stress	NOUN
fis-3489	198	15	between	between	ADP
fis-3489	198	16	the	the	DET
fis-3489	198	17	steel	steel	NOUN
fis-3489	198	18	and	and	CCONJ
fis-3489	198	19	the	the	DET
fis-3489	198	20	concrete	concrete	ADJ
fis-3489	198	21	(	(	PUNCT
fis-3489	198	22	b	b	ADJ
fis-3489	198	23	)	)	PUNCT
fis-3489	198	24	with	with	ADP
fis-3489	198	25	the	the	DET
fis-3489	198	26	contact	contact	NOUN
fis-3489	198	27	area	area	NOUN
fis-3489	198	28	of	of	ADP
fis-3489	198	29	concrete	concrete	ADJ
fis-3489	198	30	and	and	CCONJ
fis-3489	198	31	tensile	tensile	NOUN
fis-3489	198	32	steel	steel	NOUN
fis-3489	198	33	(	(	PUNCT
fis-3489	198	34	external	external	ADJ
fis-3489	198	35	and	and	CCONJ
fis-3489	198	36	internal	internal	ADJ
fis-3489	198	37	)	)	PUNCT
fis-3489	198	38	.	.	PUNCT
fis-3489	199	1	this	this	DET
fis-3489	199	2	mechanism	mechanism	NOUN
fis-3489	199	3	is	be	AUX
fis-3489	199	4	illustrated	illustrate	VERB
fis-3489	199	5	in	in	ADP
fis-3489	199	6	fig	fig	NOUN
fis-3489	199	7	.	.	PUNCT
fis-3489	200	1	13(a)(c	13(a)(c	NUM
fis-3489	200	2	)	)	PUNCT
fis-3489	201	1	and	and	CCONJ
fis-3489	201	2	eqn	eqn	PROPN
fis-3489	201	3	.	.	PUNCT
fis-3489	202	1	(	(	PUNCT
fis-3489	202	2	2	2	NUM
fis-3489	202	3	)	)	PUNCT
fis-3489	202	4	.	.	PUNCT
fis-3489	203	1			NUM
fis-3489	204	1			NOUN
fis-3489	204	2	p	p	NOUN
fis-3489	205	1	b	b	NOUN
fis-3489	205	2	c	c	PROPN
fis-3489	205	3	st	st	PROPN
fis-3489	205	4	s	s	X
fis-3489	205	5	u	u	NOUN
fis-3489	205	6	t	t	PROPN
fis-3489	205	7	t	t	PROPN
fis-3489	205	8	(	(	PUNCT
fis-3489	205	9	2	2	NUM
fis-3489	205	10	)	)	PUNCT
fis-3489	205	11	figure	figure	NOUN
fis-3489	205	12	13	13	NUM
fis-3489	205	13	:	:	PUNCT
fis-3489	205	14	tension	tension	NOUN
fis-3489	205	15	chord	chord	NOUN
fis-3489	205	16	model	model	NOUN
fis-3489	205	17	for	for	ADP
fis-3489	205	18	reinforced	reinforce	VERB
fis-3489	205	19	beam	beam	NOUN
fis-3489	205	20	with	with	ADP
fis-3489	205	21	external	external	ADJ
fis-3489	205	22	steel	steel	NOUN
fis-3489	205	23	plate	plate	NOUN
fis-3489	205	24	.	.	PUNCT
fis-3489	206	1	in	in	ADP
fis-3489	206	2	flexural	flexural	ADJ
fis-3489	206	3	concrete	concrete	ADJ
fis-3489	206	4	beams	beam	NOUN
fis-3489	206	5	,	,	PUNCT
fis-3489	206	6	when	when	SCONJ
fis-3489	206	7	a	a	DET
fis-3489	206	8	crack	crack	NOUN
fis-3489	206	9	appears	appear	VERB
fis-3489	206	10	,	,	PUNCT
fis-3489	206	11	the	the	DET
fis-3489	206	12	stress	stress	NOUN
fis-3489	206	13	state	state	NOUN
fis-3489	206	14	within	within	ADP
fis-3489	206	15	the	the	DET
fis-3489	206	16	concrete	concrete	NOUN
fis-3489	206	17	where	where	SCONJ
fis-3489	206	18	vertical	vertical	ADJ
fis-3489	206	19	cracks	crack	NOUN
fis-3489	206	20	appear	appear	VERB
fis-3489	206	21	will	will	AUX
fis-3489	206	22	redistribute	redistribute	VERB
fis-3489	206	23	according	accord	VERB
fis-3489	206	24	to	to	ADP
fis-3489	206	25	the	the	DET
fis-3489	206	26	"	"	PUNCT
fis-3489	206	27	tension	tension	NOUN
fis-3489	206	28	chord	chord	NOUN
fis-3489	206	29	"	"	PUNCT
fis-3489	206	30	model	model	NOUN
fis-3489	206	31	.	.	PUNCT
fis-3489	207	1	from	from	ADP
fis-3489	207	2	that	that	DET
fis-3489	207	3	point	point	NOUN
fis-3489	207	4	of	of	ADP
fis-3489	207	5	view	view	NOUN
fis-3489	207	6	,	,	PUNCT
fis-3489	207	7	the	the	DET
fis-3489	207	8	proposed	propose	VERB
fis-3489	207	9	total	total	ADJ
fis-3489	207	10	area	area	NOUN
fis-3489	207	11	of	of	ADP
fis-3489	207	12	this	this	DET
fis-3489	207	13	"	"	PUNCT
fis-3489	207	14	tension	tension	NOUN
fis-3489	207	15	chord	chord	NOUN
fis-3489	207	16	"	"	PUNCT
fis-3489	207	17	for	for	ADP
fis-3489	207	18	strengthened	strengthen	VERB
fis-3489	207	19	concrete	concrete	ADJ
fis-3489	207	20	beams	beam	NOUN
fis-3489	207	21	with	with	ADP
fis-3489	207	22	external	external	ADJ
fis-3489	207	23	steel	steel	NOUN
fis-3489	207	24	plates	plate	NOUN
fis-3489	207	25	is	be	AUX
fis-3489	207	26	shown	show	VERB
fis-3489	207	27	in	in	ADP
fis-3489	207	28	fig	fig	NOUN
fis-3489	207	29	.	.	PUNCT
fis-3489	208	1	13b	13b	NOUN
fis-3489	208	2	.	.	PUNCT
fis-3489	209	1	where	where	SCONJ
fis-3489	209	2	c	c	NOUN
fis-3489	209	3	is	be	AUX
fis-3489	209	4	the	the	DET
fis-3489	209	5	height	height	NOUN
fis-3489	209	6	of	of	ADP
fis-3489	209	7	the	the	DET
fis-3489	209	8	concrete	concrete	ADJ
fis-3489	209	9	compression	compression	NOUN
fis-3489	209	10	zone	zone	NOUN
fis-3489	209	11	determined	determine	VERB
fis-3489	209	12	as	as	ADP
fis-3489	209	13	in	in	ADP
fis-3489	209	14	eqn	eqn	NOUN
fis-3489	209	15	.	.	PUNCT
fis-3489	210	1	(	(	PUNCT
fis-3489	210	2	3	3	NUM
fis-3489	210	3	)	)	PUNCT
fis-3489	210	4	.	.	PUNCT
fis-3489	210	5	'	'	PUNCT
fis-3489	211	1	'	'	PUNCT
fis-3489	211	2	1	1	NUM
fis-3489	211	3	'	'	NUM
fis-3489	211	4	0.85	0.85	NUM
fis-3489	211	5			X
fis-3489	211	6			PROPN
fis-3489	211	7			PROPN
fis-3489	212	1			PROPN
fis-3489	212	2	p	p	X
fis-3489	212	3	py	py	PROPN
fis-3489	212	4	s	s	PROPN
fis-3489	212	5	y	y	PROPN
fis-3489	212	6	s	s	X
fis-3489	212	7	y	y	PROPN
fis-3489	212	8	c	c	PROPN
fis-3489	212	9	a	a	DET
fis-3489	212	10	f	f	X
fis-3489	212	11	a	a	DET
fis-3489	212	12	f	f	X
fis-3489	212	13	a	a	DET
fis-3489	212	14	f	f	X
fis-3489	212	15	a	a	PRON
fis-3489	212	16	c	c	NOUN
fis-3489	212	17	f	f	PROPN
fis-3489	212	18	b	b	PROPN
fis-3489	212	19	(	(	PUNCT
fis-3489	212	20	3	3	NUM
fis-3489	212	21	)	)	PUNCT
fis-3489	212	22	where	where	SCONJ
fis-3489	212	23	1	1	ADJ
fis-3489	212	24			PROPN
fis-3489	213	1			X
fis-3489	213	2			PROPN
fis-3489	213	3	'	'	PART
fis-3489	213	4	1	1	NUM
fis-3489	213	5	0.85	0.85	NUM
fis-3489	213	6	0.05	0.05	NUM
fis-3489	213	7	28	28	NUM
fis-3489	213	8	7	7	NUM
fis-3489	213	9	0.65	0.65	NOUN
fis-3489	213	10			PROPN
fis-3489	213	11			PROPN
fis-3489	213	12			SYM
fis-3489	213	13	cf	cf	NOUN
fis-3489	213	14	is	be	AUX
fis-3489	213	15	the	the	DET
fis-3489	213	16	conversion	conversion	NOUN
fis-3489	213	17	coefficient	coefficient	NOUN
fis-3489	213	18	corresponding	correspond	VERB
fis-3489	213	19	to	to	ADP
fis-3489	213	20	the	the	DET
fis-3489	213	21	height	height	NOUN
fis-3489	213	22	of	of	ADP
fis-3489	213	23	the	the	DET
fis-3489	213	24	compressive	compressive	ADJ
fis-3489	213	25	concrete	concrete	ADJ
fis-3489	213	26	area	area	NOUN
fis-3489	213	27	(	(	PUNCT
fis-3489	213	28	e.g.	e.g.	ADV
fis-3489	213	29	aashto	aashto	X
fis-3489	213	30	lrfd	lrfd	NOUN
fis-3489	214	1	[	[	X
fis-3489	214	2	26	26	NUM
fis-3489	214	3	]	]	PUNCT
fis-3489	214	4	)	)	PUNCT
fis-3489	214	5	.	.	PUNCT
fis-3489	215	1	the	the	DET
fis-3489	215	2	slip	slip	NOUN
fis-3489	215	3	stress	stress	NOUN
fis-3489	215	4	distribution	distribution	NOUN
fis-3489	215	5	(	(	PUNCT
fis-3489	215	6	b	b	ADJ
fis-3489	215	7	)	)	PUNCT
fis-3489	215	8	before	before	SCONJ
fis-3489	215	9	slip	slip	NOUN
fis-3489	215	10	failure	failure	NOUN
fis-3489	215	11	occurs	occur	VERB
fis-3489	215	12	is	be	AUX
fis-3489	215	13	assumed	assume	VERB
fis-3489	215	14	as	as	SCONJ
fis-3489	215	15	presented	present	VERB
fis-3489	215	16	in	in	ADP
fis-3489	215	17	fig	fig	NOUN
fis-3489	215	18	.	.	PUNCT
fis-3489	216	1	13c	13c	NOUN
fis-3489	216	2	(	(	PUNCT
fis-3489	216	3	in	in	ADP
fis-3489	216	4	a	a	DET
fis-3489	216	5	similar	similar	ADJ
fis-3489	216	6	way	way	NOUN
fis-3489	216	7	as	as	SCONJ
fis-3489	216	8	proposed	propose	VERB
fis-3489	216	9	by	by	ADP
fis-3489	216	10	study	study	NOUN
fis-3489	216	11	[	[	X
fis-3489	216	12	21	21	NUM
fis-3489	216	13	]	]	PUNCT
fis-3489	216	14	)	)	PUNCT
fis-3489	216	15	.	.	PUNCT
fis-3489	217	1	the	the	DET
fis-3489	217	2	slip	slip	NOUN
fis-3489	217	3	strength	strength	NOUN
fis-3489	217	4	of	of	ADP
fis-3489	217	5	concrete	concrete	NOUN
fis-3489	217	6	maybe	maybe	ADV
fis-3489	217	7	u	u	NOUN
fis-3489	217	8	(	(	PUNCT
fis-3489	217	9	u=b0=2fct	u=b0=2fct	PROPN
fis-3489	217	10	)	)	PUNCT
fis-3489	217	11	,	,	PUNCT
fis-3489	217	12	in	in	ADP
fis-3489	217	13	which	which	PRON
fis-3489	217	14	fct	fct	PROPN
fis-3489	217	15			PROPN
fis-3489	217	16	2'30.3	2'30.3	PROPN
fis-3489	217	17			NOUN
fis-3489	217	18			NOUN
fis-3489	217	19			PROPN
fis-3489	217	20			PROPN
fis-3489	217	21			NOUN
fis-3489	217	22	ct	ct	NOUN
fis-3489	217	23	cf	cf	NOUN
fis-3489	217	24	f	f	NOUN
fis-3489	217	25	is	be	AUX
fis-3489	217	26	the	the	DET
fis-3489	217	27	slip	slip	NOUN
fis-3489	217	28	resistance	resistance	NOUN
fis-3489	217	29	of	of	ADP
fis-3489	217	30	concrete	concrete	NOUN
fis-3489	217	31	[	[	X
fis-3489	217	32	21	21	NUM
fis-3489	217	33	]	]	X
fis-3489	218	1	[	[	X
fis-3489	218	2	23	23	NUM
fis-3489	218	3	]	]	PUNCT
fis-3489	218	4	.	.	PUNCT
fis-3489	219	1	insert	insert	VERB
fis-3489	219	2	the	the	DET
fis-3489	219	3	tensile	tensile	NOUN
fis-3489	219	4	steel	steel	NOUN
fis-3489	219	5	area	area	NOUN
fis-3489	219	6	(	(	PUNCT
fis-3489	219	7			NUM
fis-3489	219	8	s	s	NOUN
fis-3489	219	9	s	s	X
fis-3489	219	10	ga	ga	PROPN
fis-3489	219	11	a	a	X
fis-3489	219	12	=	=	SYM
fis-3489	219	13	2	2	NUM
fis-3489	219	14	/	/	SYM
fis-3489	219	15	4s	4s	NUM
fis-3489	219	16	bn	bn	NOUN
fis-3489	219	17	d	d	PROPN
fis-3489	219	18	)	)	PUNCT
fis-3489	219	19	;	;	PUNCT
fis-3489	219	20	the	the	DET
fis-3489	219	21	tensile	tensile	NOUN
fis-3489	219	22	concrete	concrete	ADJ
fis-3489	219	23	area	area	NOUN
fis-3489	219	24	(	(	PUNCT
fis-3489	219	25			PROPN
fis-3489	219	26	1	1	VERB
fis-3489	220	1			PROPN
fis-3489	220	2			PROPN
fis-3489	220	3			PROPN
fis-3489	220	4	ct	ct	PROPN
fis-3489	221	1	g	g	PROPN
fis-3489	221	2	s	s	PROPN
fis-3489	221	3	s	s	PROPN
fis-3489	221	4	ga	ga	PROPN
fis-3489	221	5	a	a	DET
fis-3489	221	6	a	a	DET
fis-3489	221	7	a	a	NOUN
fis-3489	221	8	)	)	PUNCT
fis-3489	222	1	;	;	PUNCT
fis-3489	222	2	the	the	DET
fis-3489	222	3	external	external	ADJ
fis-3489	222	4	steel	steel	NOUN
fis-3489	222	5	plate	plate	NOUN
fis-3489	222	6	area	area	NOUN
fis-3489	222	7	(	(	PUNCT
fis-3489	222	8			NUM
fis-3489	222	9	p	p	PROPN
fis-3489	222	10	p	p	X
fis-3489	222	11	ga	ga	PROPN
fis-3489	222	12	a	a	X
fis-3489	222	13	=	=	X
fis-3489	222	14	p	p	X
fis-3489	222	15	ph	ph	PROPN
fis-3489	222	16	b	b	PROPN
fis-3489	222	17	)	)	PUNCT
fis-3489	222	18	into	into	ADP
fis-3489	222	19	the	the	DET
fis-3489	222	20	eqn	eqn	NOUN
fis-3489	222	21	.	.	PUNCT
fis-3489	223	1	(	(	PUNCT
fis-3489	223	2	2	2	NUM
fis-3489	223	3	)	)	PUNCT
fis-3489	223	4	,	,	PUNCT
fis-3489	223	5	the	the	DET
fis-3489	223	6	crack	crack	NOUN
fis-3489	223	7	distance	distance	NOUN
fis-3489	223	8	(	(	PUNCT
fis-3489	223	9	s	s	X
fis-3489	223	10	)	)	PUNCT
fis-3489	223	11	can	can	AUX
fis-3489	223	12	be	be	AUX
fis-3489	223	13	determined	determine	VERB
fis-3489	223	14	as	as	ADP
fis-3489	223	15	in	in	ADP
fis-3489	223	16	eqn	eqn	NOUN
fis-3489	223	17	.	.	PUNCT
fis-3489	224	1	(	(	PUNCT
fis-3489	224	2	4	4	NUM
fis-3489	224	3	)	)	PUNCT
fis-3489	224	4	.	.	PUNCT
fis-3489	225	1	v.-h	v.-h	NOUN
fis-3489	225	2	.	.	PUNCT
fis-3489	226	1	nguyen	nguyen	PROPN
fis-3489	226	2	et	et	PROPN
fis-3489	226	3	alii	alii	PROPN
fis-3489	226	4	,	,	PUNCT
fis-3489	226	5	frattura	frattura	PROPN
fis-3489	226	6	ed	ed	PROPN
fis-3489	226	7	integrità	integrità	PROPN
fis-3489	226	8	strutturale	strutturale	PROPN
fis-3489	226	9	,	,	PUNCT
fis-3489	226	10	61	61	NUM
fis-3489	226	11	(	(	PUNCT
fis-3489	226	12	2022	2022	NUM
fis-3489	226	13	)	)	PUNCT
fis-3489	226	14	198	198	NUM
fis-3489	226	15	-	-	SYM
fis-3489	226	16	213	213	NUM
fis-3489	226	17	;	;	PUNCT
fis-3489	226	18	doi	doi	NOUN
fis-3489	226	19	:	:	PUNCT
fis-3489	226	20	10.3221	10.3221	NUM
fis-3489	226	21	/	/	SYM
fis-3489	226	22	igf	igf	PROPN
fis-3489	226	23	-	-	PROPN
fis-3489	226	24	esis.61.13	esis.61.13	PROPN
fis-3489	226	25	208	208	NUM
fis-3489	226	26			NOUN
fis-3489	226	27	1	1	VERB
fis-3489	226	28	4	4	NUM
fis-3489	226	29			NOUN
fis-3489	226	30			ADP
fis-3489	226	31			NUM
fis-3489	226	32			NOUN
fis-3489	226	33			X
fis-3489	226	34			PROPN
fis-3489	226	35			X
fis-3489	226	36			PROPN
fis-3489	226	37			PROPN
fis-3489	226	38			NOUN
fis-3489	226	39			X
fis-3489	226	40			ADP
fis-3489	226	41			PROPN
fis-3489	226	42	s	s	PART
fis-3489	226	43	ct	ct	NOUN
fis-3489	226	44	s	s	NOUN
fis-3489	226	45	y	y	PROPN
fis-3489	226	46	ps	ps	PROPN
fis-3489	227	1	b	b	PROPN
fis-3489	227	2	b	b	PROPN
fis-3489	228	1	p	p	X
fis-3489	228	2	f	f	PROPN
fis-3489	229	1	f	f	PROPN
fis-3489	229	2	s	s	PROPN
fis-3489	229	3	d	d	X
fis-3489	229	4	h	h	NOUN
fis-3489	229	5	(	(	PUNCT
fis-3489	229	6	4	4	NUM
fis-3489	229	7	)	)	PUNCT
fis-3489	229	8	where	where	SCONJ
fis-3489	229	9	:	:	PUNCT
fis-3489	229	10	the	the	DET
fis-3489	229	11	total	total	ADJ
fis-3489	229	12	slipping	slip	VERB
fis-3489	229	13	area	area	NOUN
fis-3489	229	14	between	between	ADP
fis-3489	229	15	steel	steel	NOUN
fis-3489	229	16	and	and	CCONJ
fis-3489	229	17	concrete	concrete	NOUN
fis-3489	229	18	is	be	AUX
fis-3489	229	19	the	the	DET
fis-3489	229	20	product	product	NOUN
fis-3489	229	21	of	of	ADP
fis-3489	229	22	total	total	ADJ
fis-3489	229	23	contacting	contact	VERB
fis-3489	229	24	circumference	circumference	NOUN
fis-3489	229	25	(	(	PUNCT
fis-3489	229	26	u	u	PROPN
fis-3489	229	27	)	)	PUNCT
fis-3489	229	28	and	and	CCONJ
fis-3489	229	29	crack	crack	VERB
fis-3489	229	30	distance	distance	NOUN
fis-3489	229	31	(	(	PUNCT
fis-3489	229	32	s	s	NOUN
fis-3489	229	33	)	)	PUNCT
fis-3489	229	34	.	.	PUNCT
fis-3489	230	1	the	the	DET
fis-3489	230	2	total	total	NOUN
fis-3489	230	3	contacting	contact	VERB
fis-3489	230	4	circumference	circumference	NOUN
fis-3489	230	5			PROPN
fis-3489	230	6			PROPN
fis-3489	230	7			PROPN
fis-3489	230	8	s	s	PROPN
fis-3489	230	9	b	b	PROPN
fis-3489	230	10	pu	pu	PROPN
fis-3489	230	11	n	n	PROPN
fis-3489	231	1	d	d	PROPN
fis-3489	231	2	b	b	PROPN
fis-3489	231	3	is	be	AUX
fis-3489	231	4	determined	determine	VERB
fis-3489	231	5	by	by	ADP
fis-3489	231	6	an	an	DET
fis-3489	231	7	assumption	assumption	NOUN
fis-3489	231	8	that	that	SCONJ
fis-3489	231	9	inner	inner	ADJ
fis-3489	231	10	bars	bar	NOUN
fis-3489	231	11	have	have	AUX
fis-3489	231	12	one	one	NUM
fis-3489	231	13	nominal	nominal	ADJ
fis-3489	231	14	diameter	diameter	NOUN
fis-3489	231	15	.	.	PUNCT
fis-3489	232	1	the	the	DET
fis-3489	232	2	maximum	maximum	ADJ
fis-3489	232	3	distance	distance	NOUN
fis-3489	232	4	between	between	ADP
fis-3489	232	5	cracks	crack	NOUN
fis-3489	232	6	(	(	PUNCT
fis-3489	232	7	smax	smax	PROPN
fis-3489	232	8	)	)	PUNCT
fis-3489	232	9	is	be	AUX
fis-3489	232	10	determined	determine	VERB
fis-3489	232	11	when	when	SCONJ
fis-3489	232	12	the	the	DET
fis-3489	232	13	slip	slip	NOUN
fis-3489	232	14	stress	stress	NOUN
fis-3489	232	15	reaches	reach	VERB
fis-3489	232	16	the	the	DET
fis-3489	232	17	minimum	minimum	ADJ
fis-3489	232	18	limit	limit	NOUN
fis-3489	232	19	as	as	SCONJ
fis-3489	232	20	assumed	assume	VERB
fis-3489	232	21	in	in	ADP
fis-3489	232	22	fig	fig	NOUN
fis-3489	232	23	.	.	PUNCT
fis-3489	233	1	13c	13c	NOUN
fis-3489	233	2	(	(	PUNCT
fis-3489	233	3	b	b	PROPN
fis-3489	233	4	=	=	SYM
fis-3489	233	5	tb1	tb1	NOUN
fis-3489	233	6	=	=	NOUN
fis-3489	233	7	fct	fct	NOUN
fis-3489	233	8	)	)	PUNCT
fis-3489	233	9	.	.	PUNCT
fis-3489	234	1	insert	insert	VERB
fis-3489	234	2	the	the	DET
fis-3489	234	3	slip	slip	NOUN
fis-3489	234	4	stress	stress	NOUN
fis-3489	234	5	value	value	NOUN
fis-3489	234	6	(	(	PUNCT
fis-3489	234	7	b	b	ADJ
fis-3489	234	8	)	)	PUNCT
fis-3489	234	9	into	into	ADP
fis-3489	234	10	eqn	eqn	NOUN
fis-3489	234	11	.	.	PUNCT
fis-3489	235	1	(	(	PUNCT
fis-3489	235	2	4	4	NUM
fis-3489	235	3	)	)	PUNCT
fis-3489	235	4	,	,	PUNCT
fis-3489	235	5	the	the	DET
fis-3489	235	6	maximum	maximum	ADJ
fis-3489	235	7	crack	crack	NOUN
fis-3489	235	8	distance	distance	NOUN
fis-3489	235	9	(	(	PUNCT
fis-3489	235	10	smax	smax	PROPN
fis-3489	235	11	)	)	PUNCT
fis-3489	235	12	is	be	AUX
fis-3489	235	13	in	in	ADP
fis-3489	235	14	eqn	eqn	NOUN
fis-3489	235	15	.	.	PUNCT
fis-3489	236	1	(	(	PUNCT
fis-3489	236	2	5	5	NUM
fis-3489	236	3	)	)	PUNCT
fis-3489	236	4	.	.	PUNCT
fis-3489	237	1			NOUN
fis-3489	237	2			PUNCT
fis-3489	237	3	max	max	NOUN
fis-3489	237	4	1	1	NUM
fis-3489	237	5	4	4	NUM
fis-3489	237	6			NOUN
fis-3489	237	7			ADP
fis-3489	238	1			NUM
fis-3489	238	2			NOUN
fis-3489	238	3			X
fis-3489	238	4			PROPN
fis-3489	238	5			X
fis-3489	238	6			PROPN
fis-3489	238	7			PROPN
fis-3489	238	8			NOUN
fis-3489	238	9			ADV
fis-3489	238	10			ADP
fis-3489	238	11			PROPN
fis-3489	238	12	y	y	PROPN
fis-3489	238	13	s	s	NOUN
fis-3489	238	14	s	s	NOUN
fis-3489	238	15	ct	ct	NOUN
fis-3489	238	16	ps	ps	PROPN
fis-3489	238	17	b	b	PROPN
fis-3489	238	18	p	p	X
fis-3489	238	19	f	f	PROPN
fis-3489	238	20	f	f	PROPN
fis-3489	238	21	s	s	PROPN
fis-3489	238	22	d	d	X
fis-3489	238	23	h	h	NOUN
fis-3489	238	24	(	(	PUNCT
fis-3489	238	25	5	5	NUM
fis-3489	238	26	)	)	PUNCT
fis-3489	238	27	the	the	DET
fis-3489	238	28	distance	distance	NOUN
fis-3489	238	29	between	between	ADP
fis-3489	238	30	cracks	crack	NOUN
fis-3489	238	31	is	be	AUX
fis-3489	238	32	smallest	small	ADJ
fis-3489	238	33	when	when	SCONJ
fis-3489	238	34	the	the	DET
fis-3489	238	35	slip	slip	NOUN
fis-3489	238	36	stress	stress	NOUN
fis-3489	238	37	value	value	NOUN
fis-3489	238	38	reaches	reach	VERB
fis-3489	238	39	to	to	ADP
fis-3489	238	40	2fct	2fct	NUM
fis-3489	238	41	(	(	PUNCT
fis-3489	238	42	b=b0=2fct	b=b0=2fct	NOUN
fis-3489	238	43	)	)	PUNCT
fis-3489	239	1	[	[	X
fis-3489	239	2	21,23	21,23	NUM
fis-3489	239	3	]	]	PUNCT
fis-3489	239	4	.	.	PUNCT
fis-3489	240	1	this	this	DET
fis-3489	240	2	distance	distance	NOUN
fis-3489	240	3	occurs	occur	VERB
fis-3489	240	4	in	in	ADP
fis-3489	240	5	areas	area	NOUN
fis-3489	240	6	of	of	ADP
fis-3489	240	7	the	the	DET
fis-3489	240	8	extreme	extreme	ADJ
fis-3489	240	9	moment	moment	NOUN
fis-3489	240	10	when	when	SCONJ
fis-3489	240	11	the	the	DET
fis-3489	240	12	beam	beam	NOUN
fis-3489	240	13	is	be	AUX
fis-3489	240	14	about	about	ADJ
fis-3489	240	15	to	to	PART
fis-3489	240	16	fail	fail	VERB
fis-3489	240	17	.	.	PUNCT
fis-3489	241	1	at	at	ADP
fis-3489	241	2	this	this	DET
fis-3489	241	3	stage	stage	NOUN
fis-3489	241	4	,	,	PUNCT
fis-3489	241	5	the	the	DET
fis-3489	241	6	minimum	minimum	NOUN
fis-3489	241	7	crack	crack	NOUN
fis-3489	241	8	distance	distance	NOUN
fis-3489	241	9	is	be	AUX
fis-3489	241	10	assumed	assume	VERB
fis-3489	241	11	as	as	ADP
fis-3489	241	12	.	.	PUNCT
fis-3489	242	1	max	max	PROPN
fis-3489	242	2	min	min	PROPN
fis-3489	243	1	2	2	NUM
fis-3489	243	2	ss	ss	PROPN
fis-3489	243	3	(	(	PUNCT
fis-3489	243	4	6	6	NUM
fis-3489	243	5	)	)	PUNCT
fis-3489	243	6	when	when	SCONJ
fis-3489	243	7	the	the	DET
fis-3489	243	8	beam	beam	NOUN
fis-3489	243	9	is	be	AUX
fis-3489	243	10	in	in	ADP
fis-3489	243	11	the	the	DET
fis-3489	243	12	bending	bend	VERB
fis-3489	243	13	failure	failure	NOUN
fis-3489	243	14	stage	stage	NOUN
fis-3489	243	15	,	,	PUNCT
fis-3489	243	16	the	the	DET
fis-3489	243	17	slipping	slip	VERB
fis-3489	243	18	stress	stress	NOUN
fis-3489	243	19	between	between	ADP
fis-3489	243	20	the	the	DET
fis-3489	243	21	external	external	ADJ
fis-3489	243	22	steel	steel	NOUN
fis-3489	243	23	plate	plate	NOUN
fis-3489	243	24	and	and	CCONJ
fis-3489	243	25	the	the	DET
fis-3489	243	26	base	base	NOUN
fis-3489	243	27	beam	beam	NOUN
fis-3489	243	28	(	(	PUNCT
fis-3489	243	29	tp	tp	NOUN
fis-3489	243	30	)	)	PUNCT
fis-3489	243	31	reaches	reach	VERB
fis-3489	243	32	the	the	DET
fis-3489	243	33	maximum	maximum	ADJ
fis-3489	243	34	value	value	NOUN
fis-3489	243	35	.	.	PUNCT
fis-3489	244	1	due	due	ADP
fis-3489	244	2	to	to	ADP
fis-3489	244	3	vertical	vertical	ADJ
fis-3489	244	4	cracks	crack	NOUN
fis-3489	244	5	,	,	PUNCT
fis-3489	244	6	the	the	DET
fis-3489	244	7	sliding	slide	VERB
fis-3489	244	8	range	range	NOUN
fis-3489	244	9	is	be	AUX
fis-3489	244	10	limited	limit	VERB
fis-3489	244	11	to	to	ADP
fis-3489	244	12	the	the	DET
fis-3489	244	13	area	area	NOUN
fis-3489	244	14	of	of	ADP
fis-3489	244	15	two	two	NUM
fis-3489	244	16	consecutive	consecutive	ADJ
fis-3489	244	17	cracks	crack	NOUN
fis-3489	244	18	.	.	PUNCT
fis-3489	245	1	thus	thus	ADV
fis-3489	245	2	,	,	PUNCT
fis-3489	245	3	the	the	DET
fis-3489	245	4	longitudinal	longitudinal	ADJ
fis-3489	245	5	force	force	NOUN
fis-3489	245	6	in	in	ADP
fis-3489	245	7	the	the	DET
fis-3489	245	8	external	external	ADJ
fis-3489	245	9	steel	steel	NOUN
fis-3489	245	10	plate	plate	NOUN
fis-3489	245	11	can	can	AUX
fis-3489	245	12	be	be	AUX
fis-3489	245	13	determined	determine	VERB
fis-3489	245	14	as	as	ADP
fis-3489	245	15	the	the	DET
fis-3489	245	16	total	total	ADJ
fis-3489	245	17	longitudinal	longitudinal	ADJ
fis-3489	245	18	shear	shear	NOUN
fis-3489	245	19	resistance	resistance	NOUN
fis-3489	245	20	of	of	ADP
fis-3489	245	21	the	the	DET
fis-3489	245	22	concrete	concrete	NOUN
fis-3489	245	23	within	within	ADP
fis-3489	245	24	this	this	DET
fis-3489	245	25	crack	crack	NOUN
fis-3489	245	26	range	range	NOUN
fis-3489	245	27			PROPN
fis-3489	245	28	p	p	PROPN
fis-3489	245	29	b	b	PROPN
fis-3489	245	30	pt	pt	PROPN
fis-3489	245	31	sb	sb	PROPN
fis-3489	245	32	.	.	PUNCT
fis-3489	246	1	an	an	DET
fis-3489	246	2	illustration	illustration	NOUN
fis-3489	246	3	of	of	ADP
fis-3489	246	4	this	this	DET
fis-3489	246	5	assumption	assumption	NOUN
fis-3489	246	6	is	be	AUX
fis-3489	246	7	shown	show	VERB
fis-3489	246	8	in	in	ADP
fis-3489	246	9	fig	fig	NOUN
fis-3489	246	10	.	.	PUNCT
fis-3489	247	1	13d	13d	NOUN
fis-3489	247	2	.	.	PUNCT
fis-3489	248	1	the	the	DET
fis-3489	248	2	maximum	maximum	ADJ
fis-3489	248	3	stresses	stress	NOUN
fis-3489	248	4	in	in	ADP
fis-3489	248	5	the	the	DET
fis-3489	248	6	external	external	ADJ
fis-3489	248	7	steel	steel	NOUN
fis-3489	248	8	plate	plate	NOUN
fis-3489	248	9	can	can	AUX
fis-3489	248	10	be	be	AUX
fis-3489	248	11	obtained	obtain	VERB
fis-3489	248	12	as	as	ADP
fis-3489	248	13			PROPN
fis-3489	248	14			PROPN
fis-3489	248	15	p	p	PROPN
fis-3489	248	16	b	b	NOUN
fis-3489	249	1	p	p	X
fis-3489	249	2	p	p	X
fis-3489	250	1	p	p	PROPN
fis-3489	250	2	p	p	PROPN
fis-3489	250	3	t	t	PROPN
fis-3489	250	4	sb	sb	PROPN
fis-3489	250	5	f	f	PROPN
fis-3489	250	6	a	a	DET
fis-3489	250	7	a	a	DET
fis-3489	250	8	(	(	PUNCT
fis-3489	250	9	7	7	NUM
fis-3489	250	10	)	)	PUNCT
fis-3489	250	11	it	it	PRON
fis-3489	250	12	should	should	AUX
fis-3489	250	13	be	be	AUX
fis-3489	250	14	noted	note	VERB
fis-3489	250	15	that	that	SCONJ
fis-3489	250	16	the	the	DET
fis-3489	250	17	shear	shear	NOUN
fis-3489	250	18	stresses	stress	VERB
fis-3489	250	19	(	(	PUNCT
fis-3489	250	20	b	b	ADJ
fis-3489	250	21	)	)	PUNCT
fis-3489	250	22	has	have	VERB
fis-3489	250	23	an	an	DET
fis-3489	250	24	equivalent	equivalent	ADJ
fis-3489	250	25	conversion	conversion	NOUN
fis-3489	250	26	from	from	ADP
fis-3489	250	27	the	the	DET
fis-3489	250	28	diagram	diagram	NOUN
fis-3489	250	29	in	in	ADP
fis-3489	250	30	fig	fig	NOUN
fis-3489	250	31	.	.	PUNCT
fis-3489	251	1	13a	13a	PROPN
fis-3489	251	2	-	-	PUNCT
fis-3489	251	3	d.	d.	PROPN
fis-3489	251	4	in	in	ADP
fis-3489	251	5	the	the	DET
fis-3489	251	6	"	"	PUNCT
fis-3489	251	7	tension	tension	NOUN
fis-3489	251	8	chord	chord	NOUN
fis-3489	251	9	"	"	PUNCT
fis-3489	251	10	model	model	NOUN
fis-3489	251	11	without	without	ADP
fis-3489	251	12	external	external	ADJ
fis-3489	251	13	steel	steel	NOUN
fis-3489	251	14	,	,	PUNCT
fis-3489	251	15	the	the	DET
fis-3489	251	16	direction	direction	NOUN
fis-3489	251	17	of	of	ADP
fis-3489	251	18	the	the	DET
fis-3489	251	19	slipping	slip	VERB
fis-3489	251	20	stress	stress	NOUN
fis-3489	251	21	is	be	AUX
fis-3489	251	22	derived	derive	VERB
fis-3489	251	23	from	from	ADP
fis-3489	251	24	the	the	DET
fis-3489	251	25	two	two	NUM
fis-3489	251	26	cracks	crack	NOUN
fis-3489	251	27	to	to	ADP
fis-3489	251	28	the	the	DET
fis-3489	251	29	mid	mid	NOUN
fis-3489	251	30	-	-	NOUN
fis-3489	251	31	interval	interval	NOUN
fis-3489	251	32	.	.	PUNCT
fis-3489	252	1	as	as	SCONJ
fis-3489	252	2	the	the	DET
fis-3489	252	3	external	external	ADJ
fis-3489	252	4	steel	steel	NOUN
fis-3489	252	5	plate	plate	NOUN
fis-3489	252	6	always	always	ADV
fis-3489	252	7	tends	tend	VERB
fis-3489	252	8	to	to	PART
fis-3489	252	9	slide	slide	VERB
fis-3489	252	10	toward	toward	ADP
fis-3489	252	11	the	the	DET
fis-3489	252	12	middle	middle	NOUN
fis-3489	252	13	of	of	ADP
fis-3489	252	14	the	the	DET
fis-3489	252	15	beam	beam	NOUN
fis-3489	252	16	,	,	PUNCT
fis-3489	252	17	the	the	DET
fis-3489	252	18	value	value	NOUN
fis-3489	252	19	of	of	ADP
fis-3489	252	20	b	b	ADJ
fis-3489	252	21	will	will	AUX
fis-3489	252	22	re	re	VERB
fis-3489	252	23	-	-	VERB
fis-3489	252	24	balance	balance	VERB
fis-3489	252	25	with	with	ADP
fis-3489	252	26	the	the	DET
fis-3489	252	27	slipping	slip	VERB
fis-3489	252	28	stress	stress	NOUN
fis-3489	252	29	and	and	CCONJ
fis-3489	252	30	satisfy	satisfy	VERB
fis-3489	252	31	eqn	eqn	PROPN
fis-3489	252	32	.	.	PUNCT
fis-3489	253	1	(	(	PUNCT
fis-3489	253	2	2	2	NUM
fis-3489	253	3	)	)	PUNCT
fis-3489	253	4	.	.	PUNCT
fis-3489	254	1	thus	thus	ADV
fis-3489	254	2	,	,	PUNCT
fis-3489	254	3	a	a	DET
fis-3489	254	4	transition	transition	NOUN
fis-3489	254	5	to	to	ADP
fis-3489	254	6	the	the	DET
fis-3489	254	7	shear	shear	NOUN
fis-3489	254	8	stresses	stress	VERB
fis-3489	254	9	moves	move	NOUN
fis-3489	254	10	in	in	ADP
fis-3489	254	11	one	one	NUM
fis-3489	254	12	direction	direction	NOUN
fis-3489	254	13	until	until	SCONJ
fis-3489	254	14	the	the	DET
fis-3489	254	15	failure	failure	NOUN
fis-3489	254	16	limit	limit	NOUN
fis-3489	254	17	(	(	PUNCT
fis-3489	254	18	u	u	NOUN
fis-3489	254	19	)	)	PUNCT
fis-3489	254	20	is	be	AUX
fis-3489	254	21	reached	reach	VERB
fis-3489	254	22	.	.	PUNCT
fis-3489	255	1	however	however	ADV
fis-3489	255	2	,	,	PUNCT
fis-3489	255	3	when	when	SCONJ
fis-3489	255	4	slip	slip	NOUN
fis-3489	255	5	resistance	resistance	NOUN
fis-3489	255	6	reaches	reach	VERB
fis-3489	255	7	the	the	DET
fis-3489	255	8	limit	limit	NOUN
fis-3489	255	9	,	,	PUNCT
fis-3489	255	10	the	the	DET
fis-3489	255	11	slip	slip	NOUN
fis-3489	255	12	strength	strength	NOUN
fis-3489	255	13	of	of	ADP
fis-3489	255	14	concrete	concrete	NOUN
fis-3489	255	15	will	will	AUX
fis-3489	255	16	fully	fully	ADV
fis-3489	255	17	mobilize	mobilize	VERB
fis-3489	255	18	.	.	PUNCT
fis-3489	256	1	in	in	ADP
fis-3489	256	2	addition	addition	NOUN
fis-3489	256	3	,	,	PUNCT
fis-3489	256	4	the	the	DET
fis-3489	256	5	values	value	NOUN
fis-3489	256	6	(	(	PUNCT
fis-3489	256	7	b	b	ADJ
fis-3489	256	8	)	)	PUNCT
fis-3489	256	9	and	and	CCONJ
fis-3489	256	10	(	(	PUNCT
fis-3489	256	11	s	s	X
fis-3489	256	12	)	)	PUNCT
fis-3489	256	13	in	in	ADP
fis-3489	256	14	eqn	eqn	NOUN
fis-3489	256	15	.	.	PUNCT
fis-3489	257	1	(	(	PUNCT
fis-3489	257	2	7	7	X
fis-3489	257	3	)	)	PUNCT
fis-3489	257	4	can	can	AUX
fis-3489	257	5	be	be	AUX
fis-3489	257	6	determined	determine	VERB
fis-3489	257	7	in	in	ADP
fis-3489	257	8	both	both	DET
fis-3489	257	9	cases	case	NOUN
fis-3489	257	10	:	:	PUNCT
fis-3489	257	11	(	(	PUNCT
fis-3489	257	12	1	1	X
fis-3489	257	13	)	)	PUNCT
fis-3489	257	14	when	when	SCONJ
fis-3489	257	15	b=b1	b=b1	NOUN
fis-3489	257	16	=	=	SYM
fis-3489	257	17	fct	fct	NOUN
fis-3489	257	18	,	,	PUNCT
fis-3489	257	19	then	then	ADV
fis-3489	257	20	s	s	PROPN
fis-3489	257	21	=	=	NOUN
fis-3489	257	22	smax	smax	PROPN
fis-3489	257	23	,	,	PUNCT
fis-3489	257	24	and	and	CCONJ
fis-3489	257	25	(	(	PUNCT
fis-3489	257	26	2	2	X
fis-3489	257	27	)	)	PUNCT
fis-3489	257	28	when	when	SCONJ
fis-3489	257	29	b=b0=2fct	b=b0=2fct	PROPN
fis-3489	257	30	then	then	ADV
fis-3489	257	31	s	s	VERB
fis-3489	257	32	=	=	NOUN
fis-3489	257	33	smin	smin	NOUN
fis-3489	257	34	.	.	PUNCT
fis-3489	258	1	in	in	ADP
fis-3489	258	2	both	both	DET
fis-3489	258	3	these	these	DET
fis-3489	258	4	cases	case	NOUN
fis-3489	258	5	(	(	PUNCT
fis-3489	258	6	as	as	ADV
fis-3489	258	7	well	well	ADV
fis-3489	258	8	as	as	ADP
fis-3489	258	9	other	other	ADJ
fis-3489	258	10	intermediate	intermediate	ADJ
fis-3489	258	11	values	value	NOUN
fis-3489	258	12	of	of	ADP
fis-3489	258	13	b	b	ADJ
fis-3489	258	14	and	and	CCONJ
fis-3489	258	15	s	s	NOUN
fis-3489	258	16	)	)	PUNCT
fis-3489	258	17	the	the	DET
fis-3489	258	18	resulting	result	VERB
fis-3489	258	19	stresses	stress	NOUN
fis-3489	258	20	in	in	ADP
fis-3489	258	21	the	the	DET
fis-3489	258	22	external	external	ADJ
fis-3489	258	23	steel	steel	NOUN
fis-3489	258	24	plate	plate	NOUN
fis-3489	258	25	are	be	AUX
fis-3489	258	26	constant	constant	ADJ
fis-3489	258	27	.	.	PUNCT
fis-3489	259	1	therefore	therefore	ADV
fis-3489	259	2	,	,	PUNCT
fis-3489	259	3	longitudinal	longitudinal	ADJ
fis-3489	259	4	slip	slip	NOUN
fis-3489	259	5	failure	failure	NOUN
fis-3489	259	6	can	can	AUX
fis-3489	259	7	occur	occur	VERB
fis-3489	259	8	randomly	randomly	ADV
fis-3489	259	9	at	at	ADP
fis-3489	259	10	any	any	DET
fis-3489	259	11	position	position	NOUN
fis-3489	259	12	in	in	ADP
fis-3489	259	13	the	the	DET
fis-3489	259	14	beam	beam	NOUN
fis-3489	259	15	,	,	PUNCT
fis-3489	259	16	as	as	SCONJ
fis-3489	259	17	illustrated	illustrate	VERB
fis-3489	259	18	in	in	ADP
fis-3489	259	19	fig	fig	NOUN
fis-3489	259	20	.	.	PUNCT
fis-3489	260	1	3	3	X
fis-3489	260	2	.	.	X
fis-3489	260	3	eqn	eqn	NOUN
fis-3489	260	4	.	.	PUNCT
fis-3489	261	1	(	(	PUNCT
fis-3489	261	2	7	7	X
fis-3489	261	3	)	)	PUNCT
fis-3489	261	4	is	be	AUX
fis-3489	261	5	the	the	DET
fis-3489	261	6	proposed	propose	VERB
fis-3489	261	7	formula	formula	NOUN
fis-3489	261	8	to	to	PART
fis-3489	261	9	determine	determine	VERB
fis-3489	261	10	the	the	DET
fis-3489	261	11	maximum	maximum	ADJ
fis-3489	261	12	stresses	stress	NOUN
fis-3489	261	13	that	that	SCONJ
fis-3489	261	14	the	the	DET
fis-3489	261	15	steel	steel	NOUN
fis-3489	261	16	plate	plate	NOUN
fis-3489	261	17	can	can	AUX
fis-3489	261	18	achieve	achieve	VERB
fis-3489	261	19	at	at	ADP
fis-3489	261	20	the	the	DET
fis-3489	261	21	onset	onset	NOUN
fis-3489	261	22	of	of	ADP
fis-3489	261	23	the	the	DET
fis-3489	261	24	system	system	NOUN
fis-3489	261	25	failure	failure	NOUN
fis-3489	261	26	.	.	PUNCT
fis-3489	262	1	ductile	ductile	NOUN
fis-3489	262	2	and	and	CCONJ
fis-3489	262	3	brittle	brittle	ADJ
fis-3489	262	4	rupture	rupture	NOUN
fis-3489	262	5	conditions	condition	NOUN
fis-3489	262	6	a	a	DET
fis-3489	262	7	steel	steel	NOUN
fis-3489	262	8	plate	plate	NOUN
fis-3489	262	9	-	-	PUNCT
fis-3489	262	10	strengthened	strengthen	VERB
fis-3489	262	11	rc	rc	PROPN
fis-3489	262	12	beam	beam	NOUN
fis-3489	262	13	is	be	AUX
fis-3489	262	14	considered	consider	VERB
fis-3489	262	15	to	to	PART
fis-3489	262	16	have	have	VERB
fis-3489	262	17	a	a	DET
fis-3489	262	18	ductile	ductile	NOUN
fis-3489	262	19	failure	failure	NOUN
fis-3489	262	20	when	when	SCONJ
fis-3489	262	21	the	the	DET
fis-3489	262	22	concrete	concrete	ADJ
fis-3489	262	23	part	part	NOUN
fis-3489	262	24	in	in	ADP
fis-3489	262	25	compression	compression	NOUN
fis-3489	262	26	and	and	CCONJ
fis-3489	262	27	tensile	tensile	NOUN
fis-3489	262	28	steel	steel	NOUN
fis-3489	262	29	(	(	PUNCT
fis-3489	262	30	including	include	VERB
fis-3489	262	31	external	external	ADJ
fis-3489	262	32	and	and	CCONJ
fis-3489	262	33	internal	internal	ADJ
fis-3489	262	34	steel	steel	NOUN
fis-3489	262	35	)	)	PUNCT
fis-3489	262	36	reaches	reach	VERB
fis-3489	262	37	the	the	DET
fis-3489	262	38	yield	yield	NOUN
fis-3489	262	39	strength	strength	NOUN
fis-3489	262	40	.	.	PUNCT
fis-3489	263	1	due	due	ADP
fis-3489	263	2	to	to	ADP
fis-3489	263	3	the	the	DET
fis-3489	263	4	aforementioned	aforementioned	ADJ
fis-3489	263	5	longitudinal	longitudinal	ADJ
fis-3489	263	6	sliding	slide	VERB
fis-3489	263	7	phenomenon	phenomenon	NOUN
fis-3489	263	8	,	,	PUNCT
fis-3489	263	9	the	the	DET
fis-3489	263	10	external	external	ADJ
fis-3489	263	11	steel	steel	NOUN
fis-3489	263	12	plate	plate	NOUN
fis-3489	263	13	may	may	AUX
fis-3489	263	14	not	not	PART
fis-3489	263	15	reach	reach	VERB
fis-3489	263	16	the	the	DET
fis-3489	263	17	yield	yield	NOUN
fis-3489	263	18	strength	strength	NOUN
fis-3489	263	19	while	while	SCONJ
fis-3489	263	20	concrete	concrete	ADJ
fis-3489	263	21	part	part	NOUN
fis-3489	263	22	and	and	CCONJ
fis-3489	263	23	internal	internal	ADJ
fis-3489	263	24	steel	steel	NOUN
fis-3489	263	25	are	be	AUX
fis-3489	263	26	already	already	ADV
fis-3489	263	27	broken	break	VERB
fis-3489	263	28	.	.	PUNCT
fis-3489	264	1	this	this	DET
fis-3489	264	2	possibility	possibility	NOUN
fis-3489	264	3	exposes	expose	VERB
fis-3489	264	4	the	the	DET
fis-3489	264	5	beam	beam	NOUN
fis-3489	264	6	to	to	ADP
fis-3489	264	7	brittle	brittle	ADJ
fis-3489	264	8	failure	failure	NOUN
fis-3489	264	9	.	.	PUNCT
fis-3489	265	1	when	when	SCONJ
fis-3489	265	2	the	the	DET
fis-3489	265	3	stress	stress	NOUN
fis-3489	265	4	in	in	ADP
fis-3489	265	5	the	the	DET
fis-3489	265	6	external	external	ADJ
fis-3489	265	7	steel	steel	NOUN
fis-3489	265	8	plate	plate	NOUN
fis-3489	265	9	(	(	PUNCT
fis-3489	265	10	in	in	ADP
fis-3489	265	11	eqn	eqn	NOUN
fis-3489	265	12	.	.	PUNCT
fis-3489	266	1	(	(	PUNCT
fis-3489	266	2	7	7	NUM
fis-3489	266	3	)	)	PUNCT
fis-3489	266	4	)	)	PUNCT
fis-3489	266	5	exceeds	exceed	VERB
fis-3489	266	6	the	the	DET
fis-3489	266	7	yield	yield	NOUN
fis-3489	266	8	strength	strength	NOUN
fis-3489	266	9	of	of	ADP
fis-3489	266	10	the	the	DET
fis-3489	266	11	steel	steel	NOUN
fis-3489	266	12	,	,	PUNCT
fis-3489	266	13	the	the	DET
fis-3489	266	14	beam	beam	NOUN
fis-3489	266	15	is	be	AUX
fis-3489	266	16	considered	consider	VERB
fis-3489	266	17	as	as	ADP
fis-3489	266	18	ductile	ductile	NOUN
fis-3489	266	19	failure	failure	NOUN
fis-3489	266	20	.	.	PUNCT
fis-3489	267	1	to	to	PART
fis-3489	267	2	achieve	achieve	VERB
fis-3489	267	3	the	the	DET
fis-3489	267	4	ductile	ductile	NOUN
fis-3489	267	5	requirement	requirement	NOUN
fis-3489	267	6	,	,	PUNCT
fis-3489	267	7	the	the	DET
fis-3489	267	8	slip	slip	NOUN
fis-3489	267	9	resistance	resistance	NOUN
fis-3489	267	10	v.-h	v.-h	NOUN
fis-3489	267	11	.	.	PUNCT
fis-3489	268	1	nguyen	nguyen	PROPN
fis-3489	268	2	et	et	PROPN
fis-3489	268	3	alii	alii	PROPN
fis-3489	268	4	,	,	PUNCT
fis-3489	268	5	frattura	frattura	PROPN
fis-3489	268	6	ed	ed	PROPN
fis-3489	268	7	integrità	integrità	PROPN
fis-3489	268	8	strutturale	strutturale	PROPN
fis-3489	268	9	,	,	PUNCT
fis-3489	268	10	61	61	NUM
fis-3489	268	11	(	(	PUNCT
fis-3489	268	12	2022	2022	NUM
fis-3489	268	13	)	)	PUNCT
fis-3489	268	14	198	198	NUM
fis-3489	268	15	-	-	SYM
fis-3489	268	16	213	213	NUM
fis-3489	268	17	;	;	PUNCT
fis-3489	268	18	doi	doi	NOUN
fis-3489	268	19	:	:	PUNCT
fis-3489	268	20	10.3221	10.3221	NUM
fis-3489	268	21	/	/	SYM
fis-3489	268	22	igf	igf	PROPN
fis-3489	268	23	-	-	PROPN
fis-3489	268	24	esis.61.13	esis.61.13	PROPN
fis-3489	268	25	209	209	NUM
fis-3489	268	26	in	in	ADP
fis-3489	268	27	the	the	DET
fis-3489	268	28	concrete	concrete	NOUN
fis-3489	268	29	between	between	ADP
fis-3489	268	30	the	the	DET
fis-3489	268	31	two	two	NUM
fis-3489	268	32	cracks	crack	NOUN
fis-3489	268	33	must	must	AUX
fis-3489	268	34	be	be	AUX
fis-3489	268	35	sufficiently	sufficiently	ADV
fis-3489	268	36	larger	large	ADJ
fis-3489	268	37	than	than	SCONJ
fis-3489	268	38	slip	slip	VERB
fis-3489	268	39	resistance	resistance	NOUN
fis-3489	268	40	of	of	ADP
fis-3489	268	41	concrete	concrete	NOUN
fis-3489	268	42	between	between	ADP
fis-3489	268	43	two	two	NUM
fis-3489	268	44	consecutive	consecutive	ADJ
fis-3489	268	45	cracks	crack	NOUN
fis-3489	268	46	.	.	PUNCT
fis-3489	269	1	otherwise	otherwise	ADV
fis-3489	269	2	,	,	PUNCT
fis-3489	269	3	the	the	DET
fis-3489	269	4	failure	failure	NOUN
fis-3489	269	5	mode	mode	NOUN
fis-3489	269	6	will	will	AUX
fis-3489	269	7	be	be	AUX
fis-3489	269	8	the	the	DET
fis-3489	269	9	slip	slip	NOUN
fis-3489	269	10	failure	failure	NOUN
fis-3489	269	11	of	of	ADP
fis-3489	269	12	the	the	DET
fis-3489	269	13	concrete	concrete	NOUN
fis-3489	269	14	despite	despite	SCONJ
fis-3489	269	15	the	the	DET
fis-3489	269	16	low	low	ADJ
fis-3489	269	17	external	external	ADJ
fis-3489	269	18	steel	steel	NOUN
fis-3489	269	19	stress	stress	NOUN
fis-3489	269	20	.	.	PUNCT
fis-3489	270	1	in	in	ADP
fis-3489	270	2	that	that	DET
fis-3489	270	3	case	case	NOUN
fis-3489	270	4	,	,	PUNCT
fis-3489	270	5	brittle	brittle	ADJ
fis-3489	270	6	failure	failure	NOUN
fis-3489	270	7	will	will	AUX
fis-3489	270	8	happen	happen	VERB
fis-3489	270	9	.	.	PUNCT
fis-3489	271	1	therefore	therefore	ADV
fis-3489	271	2	,	,	PUNCT
fis-3489	271	3	ductile	ductile	NOUN
fis-3489	271	4	failure	failure	NOUN
fis-3489	271	5	is	be	AUX
fis-3489	271	6	only	only	ADV
fis-3489	271	7	achieved	achieve	VERB
fis-3489	271	8	when	when	SCONJ
fis-3489	271	9	the	the	DET
fis-3489	271	10	external	external	ADJ
fis-3489	271	11	steel	steel	NOUN
fis-3489	271	12	stresses	stress	NOUN
fis-3489	271	13	is	be	AUX
fis-3489	271	14	interpreted	interpret	VERB
fis-3489	271	15	through	through	ADP
fis-3489	271	16	eqn	eqn	NOUN
fis-3489	271	17	.	.	PUNCT
fis-3489	272	1	(	(	PUNCT
fis-3489	272	2	7	7	NUM
fis-3489	272	3	)	)	PUNCT
fis-3489	272	4	.	.	PUNCT
fis-3489	273	1	p	p	NOUN
fis-3489	273	2	ypf	ypf	PROPN
fis-3489	273	3	f	f	PROPN
fis-3489	273	4	(	(	PUNCT
fis-3489	273	5	8)	8)	NUM
fis-3489	273	6	insert	insert	NOUN
fis-3489	273	7	(	(	PUNCT
fis-3489	273	8	s	s	NOUN
fis-3489	273	9	=	=	NOUN
fis-3489	273	10	smax	smax	PROPN
fis-3489	273	11	)	)	PUNCT
fis-3489	273	12	from	from	ADP
fis-3489	273	13	formula	formula	NOUN
fis-3489	273	14	(	(	PUNCT
fis-3489	273	15	4	4	NUM
fis-3489	273	16	)	)	PUNCT
fis-3489	273	17	and	and	CCONJ
fis-3489	273	18	(	(	PUNCT
fis-3489	273	19	fp	fp	X
fis-3489	273	20	)	)	PUNCT
fis-3489	273	21	from	from	ADP
fis-3489	273	22	eqns	eqns	PROPN
fis-3489	273	23	.	.	PUNCT
fis-3489	274	1	(	(	PUNCT
fis-3489	274	2	7	7	NUM
fis-3489	274	3	)	)	PUNCT
fis-3489	274	4	,	,	PUNCT
fis-3489	274	5	(	(	PUNCT
fis-3489	274	6	6	6	NUM
fis-3489	274	7	)	)	PUNCT
fis-3489	274	8	into	into	ADP
fis-3489	274	9	eqn	eqn	NOUN
fis-3489	274	10	.	.	PUNCT
fis-3489	275	1	(	(	PUNCT
fis-3489	275	2	8)	8)	NUM
fis-3489	275	3	and	and	CCONJ
fis-3489	275	4	set	set	VERB
fis-3489	275	5	the	the	DET
fis-3489	275	6	coefficient	coefficient	NOUN
fis-3489	275	7	r	r	PROPN
fis-3489	275	8	,	,	PUNCT
fis-3489	275	9	the	the	DET
fis-3489	275	10	condition	condition	NOUN
fis-3489	275	11	for	for	ADP
fis-3489	275	12	ductile	ductile	NOUN
fis-3489	275	13	failure	failure	NOUN
fis-3489	275	14	in	in	ADP
fis-3489	275	15	eqn	eqn	NOUN
fis-3489	275	16	.	.	PUNCT
fis-3489	276	1	(	(	PUNCT
fis-3489	276	2	8)	8)	NUM
fis-3489	276	3	is	be	AUX
fis-3489	276	4	interpreted	interpret	VERB
fis-3489	276	5	as	as	ADP
fis-3489	276	6	in	in	ADP
fis-3489	276	7	eqn	eqn	NOUN
fis-3489	276	8	.	.	PUNCT
fis-3489	277	1	(	(	PUNCT
fis-3489	277	2	9	9	NUM
fis-3489	277	3	)	)	PUNCT
fis-3489	277	4	.	.	PUNCT
fis-3489	278	1			NOUN
fis-3489	278	2	1	1	VERB
fis-3489	278	3	4	4	NUM
fis-3489	278	4	1.00	1.00	NUM
fis-3489	278	5			NOUN
fis-3489	278	6			ADP
fis-3489	278	7			NUM
fis-3489	278	8			NOUN
fis-3489	278	9			NOUN
fis-3489	278	10			PROPN
fis-3489	278	11			PROPN
fis-3489	278	12			PROPN
fis-3489	278	13			PROPN
fis-3489	278	14			NUM
fis-3489	278	15			ADP
fis-3489	278	16			ADP
fis-3489	278	17			X
fis-3489	278	18			ADP
fis-3489	278	19			ADP
fis-3489	278	20	s	s	PART
fis-3489	278	21	ct	ct	PROPN
fis-3489	278	22	s	s	NOUN
fis-3489	278	23	y	y	NOUN
fis-3489	278	24	r	r	NOUN
fis-3489	278	25	p	p	NOUN
fis-3489	278	26	s	s	X
fis-3489	278	27	p	p	X
fis-3489	278	28	py	py	PROPN
fis-3489	278	29	b	b	PROPN
fis-3489	279	1	f	f	X
fis-3489	280	1	f	f	PROPN
fis-3489	280	2	h	h	NOUN
fis-3489	281	1	d	d	X
fis-3489	281	2	f	f	X
fis-3489	281	3	(	(	PUNCT
fis-3489	281	4	9	9	NUM
fis-3489	281	5	)	)	PUNCT
fis-3489	281	6	the	the	DET
fis-3489	281	7	selection	selection	NOUN
fis-3489	281	8	of	of	ADP
fis-3489	281	9	the	the	DET
fis-3489	281	10	external	external	ADJ
fis-3489	281	11	steel	steel	NOUN
fis-3489	281	12	plate	plate	NOUN
fis-3489	281	13	shall	shall	AUX
fis-3489	281	14	meet	meet	VERB
fis-3489	281	15	eqn	eqn	NOUN
fis-3489	281	16	.	.	PUNCT
fis-3489	282	1	(	(	PUNCT
fis-3489	282	2	9	9	NUM
fis-3489	282	3	)	)	PUNCT
fis-3489	282	4	in	in	ADP
fis-3489	282	5	order	order	NOUN
fis-3489	282	6	for	for	ADP
fis-3489	282	7	a	a	DET
fis-3489	282	8	strengthened	strengthen	VERB
fis-3489	282	9	beam	beam	NOUN
fis-3489	282	10	not	not	PART
fis-3489	282	11	to	to	PART
fis-3489	282	12	be	be	AUX
fis-3489	282	13	subjected	subject	VERB
fis-3489	282	14	to	to	ADP
fis-3489	282	15	brittle	brittle	ADJ
fis-3489	282	16	failure	failure	NOUN
fis-3489	282	17	.	.	PUNCT
fis-3489	283	1	this	this	DET
fis-3489	283	2	formula	formula	NOUN
fis-3489	283	3	depends	depend	VERB
fis-3489	283	4	not	not	PART
fis-3489	283	5	only	only	ADV
fis-3489	283	6	on	on	ADP
fis-3489	283	7	the	the	DET
fis-3489	283	8	design	design	NOUN
fis-3489	283	9	of	of	ADP
fis-3489	283	10	the	the	DET
fis-3489	283	11	existing	exist	VERB
fis-3489	283	12	beam	beam	NOUN
fis-3489	283	13	but	but	CCONJ
fis-3489	283	14	also	also	ADV
fis-3489	283	15	on	on	ADP
fis-3489	283	16	the	the	DET
fis-3489	283	17	mechanical	mechanical	ADJ
fis-3489	283	18	and	and	CCONJ
fis-3489	283	19	geometrical	geometrical	ADJ
fis-3489	283	20	properties	property	NOUN
fis-3489	283	21	of	of	ADP
fis-3489	283	22	the	the	DET
fis-3489	283	23	external	external	ADJ
fis-3489	283	24	steel	steel	NOUN
fis-3489	283	25	plate	plate	NOUN
fis-3489	283	26	to	to	PART
fis-3489	283	27	ensure	ensure	VERB
fis-3489	283	28	the	the	DET
fis-3489	283	29	coefficient	coefficient	NOUN
fis-3489	283	30	of	of	ADP
fis-3489	283	31	r≥1.00	r≥1.00	PROPN
fis-3489	283	32	.	.	PUNCT
fis-3489	283	33	validation	validation	NOUN
fis-3489	283	34	of	of	ADP
fis-3489	283	35	the	the	DET
fis-3489	283	36	developed	develop	VERB
fis-3489	283	37	theoretical	theoretical	ADJ
fis-3489	283	38	model	model	NOUN
fis-3489	283	39	against	against	ADP
fis-3489	283	40	experimental	experimental	ADJ
fis-3489	283	41	results	result	NOUN
fis-3489	283	42	comparison	comparison	NOUN
fis-3489	283	43	of	of	ADP
fis-3489	283	44	stresses	stress	NOUN
fis-3489	283	45	at	at	ADP
fis-3489	283	46	the	the	DET
fis-3489	283	47	bottom	bottom	ADJ
fis-3489	283	48	fiber	fiber	NOUN
fis-3489	283	49	of	of	ADP
fis-3489	283	50	the	the	DET
fis-3489	283	51	steel	steel	NOUN
fis-3489	283	52	plate	plate	NOUN
fis-3489	283	53	at	at	ADP
fis-3489	283	54	the	the	DET
fis-3489	283	55	middle	middle	PROPN
fis-3489	283	56	span	span	NOUN
fis-3489	283	57	ig	ig	PROPN
fis-3489	283	58	.	.	PROPN
fis-3489	283	59	7	7	NUM
fis-3489	283	60	has	have	AUX
fis-3489	283	61	presented	present	VERB
fis-3489	283	62	the	the	DET
fis-3489	283	63	experimentally	experimentally	ADV
fis-3489	283	64	measured	measure	VERB
fis-3489	283	65	strains	strain	NOUN
fis-3489	283	66	at	at	ADP
fis-3489	283	67	the	the	DET
fis-3489	283	68	bottom	bottom	ADJ
fis-3489	283	69	fiber	fiber	NOUN
fis-3489	283	70	of	of	ADP
fis-3489	283	71	the	the	DET
fis-3489	283	72	steel	steel	NOUN
fis-3489	283	73	plate	plate	NOUN
fis-3489	283	74	at	at	ADP
fis-3489	283	75	the	the	DET
fis-3489	283	76	middle	middle	ADJ
fis-3489	283	77	span	span	NOUN
fis-3489	283	78	.	.	PUNCT
fis-3489	284	1	the	the	DET
fis-3489	284	2	experimental	experimental	ADJ
fis-3489	284	3	results	result	NOUN
fis-3489	284	4	can	can	AUX
fis-3489	284	5	be	be	AUX
fis-3489	284	6	divided	divide	VERB
fis-3489	284	7	into	into	ADP
fis-3489	284	8	two	two	NUM
fis-3489	284	9	segments	segment	NOUN
fis-3489	284	10	,	,	PUNCT
fis-3489	284	11	an	an	DET
fis-3489	284	12	elastic	elastic	ADJ
fis-3489	284	13	segment	segment	NOUN
fis-3489	284	14	when	when	SCONJ
fis-3489	284	15	strains	strain	NOUN
fis-3489	284	16	are	be	AUX
fis-3489	284	17	less	less	ADJ
fis-3489	284	18	than	than	ADP
fis-3489	284	19	31.9	31.9	NUM
fis-3489	284	20	10	10	NUM
fis-3489	284	21	and	and	CCONJ
fis-3489	284	22	a	a	DET
fis-3489	284	23	plastic	plastic	NOUN
fis-3489	284	24	-	-	PUNCT
fis-3489	284	25	elastic	elastic	ADJ
fis-3489	284	26	segment	segment	NOUN
fis-3489	284	27	when	when	SCONJ
fis-3489	284	28	strains	strain	NOUN
fis-3489	284	29	are	be	AUX
fis-3489	284	30	greater	great	ADJ
fis-3489	284	31	than	than	ADP
fis-3489	284	32	that	that	DET
fis-3489	284	33	value	value	NOUN
fis-3489	284	34	.	.	PUNCT
fis-3489	285	1	also	also	ADV
fis-3489	285	2	,	,	PUNCT
fis-3489	285	3	overlaid	overlay	VERB
fis-3489	285	4	on	on	ADP
fis-3489	285	5	the	the	DET
fis-3489	285	6	figure	figure	NOUN
fis-3489	285	7	is	be	AUX
fis-3489	285	8	the	the	DET
fis-3489	285	9	strains	strain	NOUN
fis-3489	285	10	of	of	ADP
fis-3489	285	11	the	the	DET
fis-3489	285	12	proposed	propose	VERB
fis-3489	285	13	theoretical	theoretical	ADJ
fis-3489	285	14	solution	solution	NOUN
fis-3489	285	15	,	,	PUNCT
fis-3489	285	16	as	as	SCONJ
fis-3489	285	17	calculated	calculate	VERB
fis-3489	285	18	from	from	ADP
fis-3489	285	19	eq	eq	PROPN
fis-3489	285	20	.	.	PUNCT
fis-3489	286	1	(	(	PUNCT
fis-3489	286	2	8)	8)	NUM
fis-3489	286	3	.	.	PUNCT
fis-3489	287	1	it	it	PRON
fis-3489	287	2	can	can	AUX
fis-3489	287	3	be	be	AUX
fis-3489	287	4	observed	observe	VERB
fis-3489	287	5	from	from	ADP
fis-3489	287	6	the	the	DET
fis-3489	287	7	figure	figure	NOUN
fis-3489	287	8	that	that	SCONJ
fis-3489	287	9	the	the	DET
fis-3489	287	10	theoretical	theoretical	ADJ
fis-3489	287	11	strain	strain	NOUN
fis-3489	287	12	can	can	AUX
fis-3489	287	13	approximate	approximate	VERB
fis-3489	287	14	the	the	DET
fis-3489	287	15	experimental	experimental	ADJ
fis-3489	287	16	segment	segment	NOUN
fis-3489	287	17	-	-	PUNCT
fis-3489	287	18	division	division	NOUN
fis-3489	287	19	point	point	NOUN
fis-3489	287	20	(	(	PUNCT
fis-3489	287	21	i.e.	i.e.	X
fis-3489	287	22	,	,	PUNCT
fis-3489	287	23	31.9	31.9	NUM
fis-3489	287	24	10	10	NUM
fis-3489	287	25			NOUN
fis-3489	287	26	)	)	PUNCT
fis-3489	287	27	.	.	PUNCT
fis-3489	288	1	similar	similar	ADJ
fis-3489	288	2	observations	observation	NOUN
fis-3489	288	3	can	can	AUX
fis-3489	288	4	be	be	AUX
fis-3489	288	5	obtained	obtain	VERB
fis-3489	288	6	from	from	ADP
fis-3489	288	7	the	the	DET
fis-3489	288	8	comparisons	comparison	NOUN
fis-3489	288	9	of	of	ADP
fis-3489	288	10	the	the	DET
fis-3489	288	11	measured	measure	VERB
fis-3489	288	12	strains	strain	NOUN
fis-3489	288	13	and	and	CCONJ
fis-3489	288	14	the	the	DET
fis-3489	288	15	predicted	predict	VERB
fis-3489	288	16	stresses	stress	NOUN
fis-3489	288	17	based	base	VERB
fis-3489	288	18	on	on	ADP
fis-3489	288	19	eq	eq	ADP
fis-3489	288	20	.	.	PUNCT
fis-3489	289	1	(	(	PUNCT
fis-3489	289	2	6	6	NUM
fis-3489	289	3	)	)	PUNCT
fis-3489	289	4	for	for	ADP
fis-3489	289	5	the	the	DET
fis-3489	289	6	strains	strain	NOUN
fis-3489	289	7	at	at	ADP
fis-3489	289	8	the	the	DET
fis-3489	289	9	bottom	bottom	ADJ
fis-3489	289	10	fiber	fiber	NOUN
fis-3489	289	11	of	of	ADP
fis-3489	289	12	the	the	DET
fis-3489	289	13	steel	steel	NOUN
fis-3489	289	14	plate	plate	NOUN
fis-3489	289	15	at	at	ADP
fis-3489	289	16	the	the	DET
fis-3489	289	17	left	left	ADJ
fis-3489	289	18	span	span	NOUN
fis-3489	289	19	(	(	PUNCT
fis-3489	289	20	fig	fig	NOUN
fis-3489	289	21	.	.	PUNCT
fis-3489	290	1	8)	8)	NUM
fis-3489	290	2	and	and	CCONJ
fis-3489	290	3	those	those	PRON
fis-3489	290	4	at	at	ADP
fis-3489	290	5	the	the	DET
fis-3489	290	6	right	right	ADJ
fis-3489	290	7	span	span	NOUN
fis-3489	290	8	(	(	PUNCT
fis-3489	290	9	fig	fig	NOUN
fis-3489	290	10	.	.	PUNCT
fis-3489	291	1	9	9	NUM
fis-3489	291	2	)	)	PUNCT
fis-3489	291	3	.	.	PUNCT
fis-3489	292	1	this	this	PRON
fis-3489	292	2	indicates	indicate	VERB
fis-3489	292	3	that	that	SCONJ
fis-3489	292	4	the	the	DET
fis-3489	292	5	theoretically	theoretically	ADV
fis-3489	292	6	calculated	calculate	VERB
fis-3489	292	7	strains	strain	NOUN
fis-3489	292	8	in	in	ADP
fis-3489	292	9	eqn	eqn	NOUN
fis-3489	292	10	.	.	PUNCT
fis-3489	293	1	(	(	PUNCT
fis-3489	293	2	8)	8)	NUM
fis-3489	293	3	can	can	AUX
fis-3489	293	4	excellently	excellently	ADV
fis-3489	293	5	capture	capture	VERB
fis-3489	293	6	the	the	DET
fis-3489	293	7	experimentally	experimentally	ADV
fis-3489	293	8	measured	measure	VERB
fis-3489	293	9	segment	segment	NOUN
fis-3489	293	10	-	-	PUNCT
fis-3489	293	11	division	division	NOUN
fis-3489	293	12	points	point	NOUN
fis-3489	293	13	in	in	ADP
fis-3489	293	14	the	the	DET
fis-3489	293	15	steel	steel	NOUN
fis-3489	293	16	plate	plate	NOUN
fis-3489	293	17	.	.	PUNCT
fis-3489	294	1	comparison	comparison	NOUN
fis-3489	294	2	of	of	ADP
fis-3489	294	3	crack	crack	NOUN
fis-3489	294	4	distances	distance	NOUN
fis-3489	294	5	tab	tab	PROPN
fis-3489	294	6	.	.	PUNCT
fis-3489	295	1	3	3	NUM
fis-3489	295	2	presents	present	VERB
fis-3489	295	3	the	the	DET
fis-3489	295	4	comparison	comparison	NOUN
fis-3489	295	5	of	of	ADP
fis-3489	295	6	the	the	DET
fis-3489	295	7	predicted	predict	VERB
fis-3489	295	8	minimum	minimum	ADJ
fis-3489	295	9	/	/	SYM
fis-3489	295	10	maximum	maximum	ADJ
fis-3489	295	11	crack	crack	NOUN
fis-3489	295	12	distances	distance	NOUN
fis-3489	295	13	and	and	CCONJ
fis-3489	295	14	the	the	DET
fis-3489	295	15	failure	failure	NOUN
fis-3489	295	16	mode	mode	NOUN
fis-3489	295	17	between	between	ADP
fis-3489	295	18	the	the	DET
fis-3489	295	19	present	present	ADJ
fis-3489	295	20	theoretical	theoretical	ADJ
fis-3489	295	21	solutions	solution	NOUN
fis-3489	295	22	and	and	CCONJ
fis-3489	295	23	the	the	DET
fis-3489	295	24	expertimental	expertimental	ADJ
fis-3489	295	25	results	result	NOUN
fis-3489	295	26	of	of	ADP
fis-3489	295	27	the	the	DET
fis-3489	295	28	present	present	ADJ
fis-3489	295	29	study	study	NOUN
fis-3489	295	30	.	.	PUNCT
fis-3489	296	1	for	for	ADP
fis-3489	296	2	the	the	DET
fis-3489	296	3	theoretical	theoretical	ADJ
fis-3489	296	4	solution	solution	NOUN
fis-3489	296	5	,	,	PUNCT
fis-3489	296	6	the	the	DET
fis-3489	296	7	minimum	minimum	NOUN
fis-3489	296	8	to	to	PART
fis-3489	296	9	maximum	maximum	ADJ
fis-3489	296	10	crack	crack	NOUN
fis-3489	296	11	distances	distance	NOUN
fis-3489	296	12	can	can	AUX
fis-3489	296	13	be	be	AUX
fis-3489	296	14	evaluated	evaluate	VERB
fis-3489	296	15	based	base	VERB
fis-3489	296	16	on	on	ADP
fis-3489	296	17	eqs	eqs	PROPN
fis-3489	296	18	.	.	PUNCT
fis-3489	297	1	(	(	PUNCT
fis-3489	297	2	6	6	NUM
fis-3489	297	3	)	)	PUNCT
fis-3489	297	4	and	and	CCONJ
fis-3489	297	5	(	(	PUNCT
fis-3489	297	6	7	7	NUM
fis-3489	297	7	)	)	PUNCT
fis-3489	297	8	.	.	PUNCT
fis-3489	298	1	for	for	ADP
fis-3489	298	2	beams	beam	NOUN
fis-3489	298	3	d1	d1	NOUN
fis-3489	298	4	-	-	PUNCT
fis-3489	298	5	d6	d6	NOUN
fis-3489	298	6	,	,	PUNCT
fis-3489	298	7	the	the	DET
fis-3489	298	8	crack	crack	NOUN
fis-3489	298	9	distances	distance	NOUN
fis-3489	298	10	are	be	AUX
fis-3489	298	11	evaluated	evaluate	VERB
fis-3489	298	12	as	as	ADP
fis-3489	298	13	88	88	NUM
fis-3489	298	14	mm	mm	NOUN
fis-3489	298	15	and	and	CCONJ
fis-3489	298	16	176	176	NUM
fis-3489	298	17	mm	mm	NOUN
fis-3489	298	18	,	,	PUNCT
fis-3489	298	19	respectively	respectively	ADV
fis-3489	298	20	.	.	PUNCT
fis-3489	299	1	meanwhile	meanwhile	ADV
fis-3489	299	2	,	,	PUNCT
fis-3489	299	3	the	the	DET
fis-3489	299	4	actual	actual	ADJ
fis-3489	299	5	crack	crack	NOUN
fis-3489	299	6	distantces	distantce	NOUN
fis-3489	299	7	of	of	ADP
fis-3489	299	8	the	the	DET
fis-3489	299	9	present	present	ADJ
fis-3489	299	10	experimental	experimental	ADJ
fis-3489	299	11	studies	study	NOUN
fis-3489	299	12	are	be	AUX
fis-3489	299	13	ranged	range	VERB
fis-3489	299	14	from	from	ADP
fis-3489	299	15	48	48	NUM
fis-3489	299	16	mm	mm	NOUN
fis-3489	299	17	to	to	ADP
fis-3489	299	18	212	212	NUM
fis-3489	299	19	mm	mm	NOUN
fis-3489	299	20	(	(	PUNCT
fis-3489	299	21	as	as	SCONJ
fis-3489	299	22	observed	observe	VERB
fis-3489	299	23	in	in	ADP
fis-3489	299	24	fig	fig	NOUN
fis-3489	299	25	.	.	PUNCT
fis-3489	300	1	10	10	NUM
fis-3489	300	2	)	)	PUNCT
fis-3489	300	3	.	.	PUNCT
fis-3489	301	1	it	it	PRON
fis-3489	301	2	is	be	AUX
fis-3489	301	3	noted	note	VERB
fis-3489	301	4	that	that	SCONJ
fis-3489	301	5	in	in	ADP
fis-3489	301	6	each	each	DET
fis-3489	301	7	test	test	NOUN
fis-3489	301	8	girder	girder	NOUN
fis-3489	301	9	,	,	PUNCT
fis-3489	301	10	grid	grid	NOUN
fis-3489	301	11	line	line	NOUN
fis-3489	301	12	were	be	AUX
fis-3489	301	13	marked	mark	VERB
fis-3489	301	14	to	to	PART
fis-3489	301	15	measure	measure	VERB
fis-3489	301	16	crack	crack	VERB
fis-3489	301	17	spacing	spacing	NOUN
fis-3489	301	18	.	.	PUNCT
fis-3489	302	1	it	it	PRON
fis-3489	302	2	was	be	AUX
fis-3489	302	3	shown	show	VERB
fis-3489	302	4	that	that	SCONJ
fis-3489	302	5	the	the	DET
fis-3489	302	6	mechanism	mechanism	NOUN
fis-3489	302	7	illustrated	illustrate	VERB
fis-3489	302	8	in	in	ADP
fis-3489	302	9	eqn	eqn	NOUN
fis-3489	302	10	.	.	PUNCT
fis-3489	303	1	(	(	PUNCT
fis-3489	303	2	3	3	X
fis-3489	303	3	)	)	PUNCT
fis-3489	303	4	can	can	AUX
fis-3489	303	5	excellently	excellently	ADV
fis-3489	303	6	predict	predict	VERB
fis-3489	303	7	the	the	DET
fis-3489	303	8	crack	crack	NOUN
fis-3489	303	9	distances	distance	NOUN
fis-3489	303	10	of	of	ADP
fis-3489	303	11	rc	rc	PROPN
fis-3489	303	12	concrete	concrete	ADJ
fis-3489	303	13	beams	beam	NOUN
fis-3489	303	14	with	with	ADP
fis-3489	303	15	external	external	ADJ
fis-3489	303	16	steel	steel	NOUN
fis-3489	303	17	plates	plate	NOUN
fis-3489	303	18	.	.	PUNCT
fis-3489	304	1	location	location	NOUN
fis-3489	304	2	of	of	ADP
fis-3489	304	3	the	the	DET
fis-3489	304	4	steel	steel	NOUN
fis-3489	304	5	plate	plate	NOUN
fis-3489	304	6	delamination	delamination	NOUN
fis-3489	304	7	as	as	SCONJ
fis-3489	304	8	shown	show	VERB
fis-3489	304	9	in	in	ADP
fis-3489	304	10	fig.10	fig.10	PRON
fis-3489	304	11	,	,	PUNCT
fis-3489	304	12	there	there	PRON
fis-3489	304	13	are	be	VERB
fis-3489	304	14	two	two	NUM
fis-3489	304	15	plate	plate	NOUN
fis-3489	304	16	-	-	PUNCT
fis-3489	304	17	strengthened	strengthen	VERB
fis-3489	304	18	rc	rc	PROPN
fis-3489	304	19	beams	beam	NOUN
fis-3489	304	20	those	those	PRON
fis-3489	304	21	are	be	AUX
fis-3489	304	22	delaminated	delaminate	VERB
fis-3489	304	23	at	at	ADP
fis-3489	304	24	the	the	DET
fis-3489	304	25	beam	beam	NOUN
fis-3489	304	26	midspan	midspan	NOUN
fis-3489	304	27	(	(	PUNCT
fis-3489	304	28	i.e.	i.e.	X
fis-3489	304	29	,	,	PUNCT
fis-3489	304	30	speciments	speciment	NOUN
fis-3489	304	31	d2	d2	PROPN
fis-3489	304	32	and	and	CCONJ
fis-3489	304	33	d4	d4	PROPN
fis-3489	304	34	)	)	PUNCT
fis-3489	304	35	.	.	PUNCT
fis-3489	305	1	on	on	ADP
fis-3489	305	2	the	the	DET
fis-3489	305	3	other	other	ADJ
fis-3489	305	4	hand	hand	NOUN
fis-3489	305	5	,	,	PUNCT
fis-3489	305	6	four	four	NUM
fis-3489	305	7	other	other	ADJ
fis-3489	305	8	plate	plate	NOUN
fis-3489	305	9	-	-	PUNCT
fis-3489	305	10	strengthened	strengthen	VERB
fis-3489	305	11	rc	rc	NOUN
fis-3489	305	12	beams	beam	NOUN
fis-3489	305	13	are	be	AUX
fis-3489	305	14	delaminated	delaminate	VERB
fis-3489	305	15	at	at	ADP
fis-3489	305	16	the	the	DET
fis-3489	305	17	ends	end	NOUN
fis-3489	305	18	of	of	ADP
fis-3489	305	19	the	the	DET
fis-3489	305	20	steel	steel	NOUN
fis-3489	305	21	plate	plate	NOUN
fis-3489	305	22	.	.	PUNCT
fis-3489	306	1	this	this	DET
fis-3489	306	2	phenomenon	phenomenon	NOUN
fis-3489	306	3	agrees	agree	VERB
fis-3489	306	4	with	with	ADP
fis-3489	306	5	theoretical	theoretical	ADJ
fis-3489	306	6	analysis	analysis	NOUN
fis-3489	306	7	results	result	NOUN
fis-3489	306	8	as	as	SCONJ
fis-3489	306	9	discussed	discuss	VERB
fis-3489	306	10	above	above	ADV
fis-3489	306	11	(	(	PUNCT
fis-3489	306	12	i.e.	i.e.	X
fis-3489	306	13	,eq	,eq	PUNCT
fis-3489	306	14	.	.	PUNCT
fis-3489	307	1	(	(	PUNCT
fis-3489	307	2	7	7	NUM
fis-3489	307	3	)	)	PUNCT
fis-3489	307	4	)	)	PUNCT
fis-3489	307	5	.	.	PUNCT
fis-3489	308	1	the	the	DET
fis-3489	308	2	evaluation	evaluation	NOUN
fis-3489	308	3	of	of	ADP
fis-3489	308	4	steel	steel	NOUN
fis-3489	308	5	plate	plate	NOUN
fis-3489	308	6	stresses	stress	NOUN
fis-3489	308	7	is	be	AUX
fis-3489	308	8	independent	independent	ADJ
fis-3489	308	9	on	on	ADP
fis-3489	308	10	either	either	CCONJ
fis-3489	308	11	crack	crack	VERB
fis-3489	308	12	spacing	spacing	NOUN
fis-3489	308	13	or	or	CCONJ
fis-3489	308	14	position	position	NOUN
fis-3489	308	15	of	of	ADP
fis-3489	308	16	crack	crack	NOUN
fis-3489	308	17	and	and	CCONJ
fis-3489	308	18	delamination	delamination	NOUN
fis-3489	308	19	.	.	PUNCT
fis-3489	309	1	based	base	VERB
fis-3489	309	2	on	on	ADP
fis-3489	309	3	the	the	DET
fis-3489	309	4	present	present	NOUN
fis-3489	309	5	proposed	propose	VERB
fis-3489	309	6	theoretical	theoretical	ADJ
fis-3489	309	7	model	model	NOUN
fis-3489	309	8	,	,	PUNCT
fis-3489	309	9	maximum	maximum	ADJ
fis-3489	309	10	and	and	CCONJ
fis-3489	309	11	minimum	minimum	ADJ
fis-3489	309	12	crack	crack	NOUN
fis-3489	309	13	distances	distance	NOUN
fis-3489	309	14	can	can	AUX
fis-3489	309	15	be	be	AUX
fis-3489	309	16	evaluated	evaluate	VERB
fis-3489	309	17	as	as	SCONJ
fis-3489	309	18	indicated	indicate	VERB
fis-3489	309	19	in	in	ADP
fis-3489	309	20	eqs	eqs	PROPN
fis-3489	309	21	.	.	PUNCT
fis-3489	310	1	(	(	PUNCT
fis-3489	310	2	5),(6	5),(6	NUM
fis-3489	310	3	)	)	PUNCT
fis-3489	310	4	and	and	CCONJ
fis-3489	310	5	from	from	ADP
fis-3489	310	6	that	that	PRON
fis-3489	310	7	,	,	PUNCT
fis-3489	310	8	the	the	DET
fis-3489	310	9	prediction	prediction	NOUN
fis-3489	310	10	of	of	ADP
fis-3489	310	11	the	the	DET
fis-3489	310	12	stresses	stress	NOUN
fis-3489	310	13	of	of	ADP
fis-3489	310	14	the	the	DET
fis-3489	310	15	steel	steel	NOUN
fis-3489	310	16	plate	plate	NOUN
fis-3489	310	17	can	can	AUX
fis-3489	310	18	be	be	AUX
fis-3489	310	19	determined	determine	VERB
fis-3489	310	20	(	(	PUNCT
fis-3489	310	21	i.e.	i.e.	X
fis-3489	310	22	,	,	PUNCT
fis-3489	310	23	eq	eq	NOUN
fis-3489	310	24	.	.	PUNCT
fis-3489	311	1	(	(	PUNCT
fis-3489	311	2	7	7	NUM
fis-3489	311	3	)	)	PUNCT
fis-3489	311	4	)	)	PUNCT
fis-3489	311	5	.	.	PUNCT
fis-3489	312	1	as	as	ADP
fis-3489	312	2	a	a	DET
fis-3489	312	3	result	result	NOUN
fis-3489	312	4	,	,	PUNCT
fis-3489	312	5	the	the	DET
fis-3489	312	6	randomness	randomness	NOUN
fis-3489	312	7	of	of	ADP
fis-3489	312	8	crack	crack	NOUN
fis-3489	312	9	position	position	NOUN
fis-3489	312	10	,	,	PUNCT
fis-3489	312	11	crack	crack	VERB
fis-3489	312	12	distance	distance	NOUN
fis-3489	312	13	,	,	PUNCT
fis-3489	312	14	and	and	CCONJ
fis-3489	312	15	position	position	NOUN
fis-3489	312	16	of	of	ADP
fis-3489	312	17	delamination	delamination	NOUN
fis-3489	312	18	can	can	AUX
fis-3489	312	19	be	be	AUX
fis-3489	312	20	handled	handle	VERB
fis-3489	312	21	.	.	PUNCT
fis-3489	313	1	comparison	comparison	NOUN
fis-3489	313	2	of	of	ADP
fis-3489	313	3	the	the	DET
fis-3489	313	4	system	system	NOUN
fis-3489	313	5	failure	failure	NOUN
fis-3489	313	6	modes	mode	NOUN
fis-3489	313	7	as	as	ADP
fis-3489	313	8	the	the	DET
fis-3489	313	9	displacement	displacement	NOUN
fis-3489	313	10	of	of	ADP
fis-3489	313	11	the	the	DET
fis-3489	313	12	strengthened	strengthen	VERB
fis-3489	313	13	beam	beam	NOUN
fis-3489	313	14	(	(	PUNCT
fis-3489	313	15	i.e.	i.e.	X
fis-3489	313	16	,	,	PUNCT
fis-3489	313	17	d1	d1	NOUN
fis-3489	313	18	-	-	PUNCT
fis-3489	313	19	d6	d6	NOUN
fis-3489	313	20	)	)	PUNCT
fis-3489	313	21	is	be	AUX
fis-3489	313	22	less	less	ADJ
fis-3489	313	23	than	than	ADP
fis-3489	313	24	in	in	ADP
fis-3489	313	25	the	the	DET
fis-3489	313	26	reference	reference	NOUN
fis-3489	313	27	beam	beam	NOUN
fis-3489	313	28	(	(	PUNCT
fis-3489	313	29	i.e.	i.e.	X
fis-3489	313	30	,	,	PUNCT
fis-3489	313	31	d0	d0	NOUN
fis-3489	313	32	)	)	PUNCT
fis-3489	313	33	.	.	PUNCT
fis-3489	314	1	the	the	DET
fis-3489	314	2	experimental	experimental	ADJ
fis-3489	314	3	results	result	NOUN
fis-3489	314	4	of	of	ADP
fis-3489	314	5	beam	beam	NOUN
fis-3489	314	6	deflection	deflection	NOUN
fis-3489	314	7	in	in	ADP
fis-3489	314	8	fig	fig	NOUN
fis-3489	314	9	.	.	PUNCT
fis-3489	314	10	6	6	NUM
fis-3489	314	11	indicate	indicate	VERB
fis-3489	314	12	that	that	SCONJ
fis-3489	314	13	the	the	DET
fis-3489	314	14	strengthened	strengthen	VERB
fis-3489	314	15	beams	beam	NOUN
fis-3489	314	16	generally	generally	ADV
fis-3489	314	17	have	have	VERB
fis-3489	314	18	lower	low	ADJ
fis-3489	314	19	ductility	ductility	NOUN
fis-3489	314	20	than	than	ADP
fis-3489	314	21	the	the	DET
fis-3489	314	22	reference	reference	NOUN
fis-3489	314	23	f	f	PROPN
fis-3489	314	24	v.-h	v.-h	NOUN
fis-3489	314	25	.	.	PUNCT
fis-3489	315	1	nguyen	nguyen	PROPN
fis-3489	315	2	et	et	PROPN
fis-3489	315	3	alii	alii	PROPN
fis-3489	315	4	,	,	PUNCT
fis-3489	315	5	frattura	frattura	PROPN
fis-3489	315	6	ed	ed	PROPN
fis-3489	315	7	integrità	integrità	PROPN
fis-3489	315	8	strutturale	strutturale	PROPN
fis-3489	315	9	,	,	PUNCT
fis-3489	315	10	61	61	NUM
fis-3489	315	11	(	(	PUNCT
fis-3489	315	12	2022	2022	NUM
fis-3489	315	13	)	)	PUNCT
fis-3489	315	14	198	198	NUM
fis-3489	315	15	-	-	SYM
fis-3489	315	16	213	213	NUM
fis-3489	315	17	;	;	PUNCT
fis-3489	315	18	doi	doi	NOUN
fis-3489	315	19	:	:	PUNCT
fis-3489	315	20	10.3221	10.3221	NUM
fis-3489	315	21	/	/	SYM
fis-3489	315	22	igf	igf	PROPN
fis-3489	315	23	-	-	PROPN
fis-3489	315	24	esis.61.13	esis.61.13	PROPN
fis-3489	315	25	210	210	NUM
fis-3489	315	26	beam	beam	NOUN
fis-3489	315	27	.	.	PUNCT
fis-3489	316	1	the	the	DET
fis-3489	316	2	experimental	experimental	ADJ
fis-3489	316	3	results	result	NOUN
fis-3489	316	4	of	of	ADP
fis-3489	316	5	aykac	aykac	NOUN
fis-3489	316	6	et	et	PROPN
fis-3489	316	7	al	al	PROPN
fis-3489	316	8	.	.	PUNCT
fis-3489	317	1	[	[	X
fis-3489	317	2	3	3	X
fis-3489	317	3	]	]	PUNCT
fis-3489	317	4	in	in	ADP
fis-3489	317	5	fig	fig	NOUN
fis-3489	317	6	.	.	PUNCT
fis-3489	318	1	1	1	NUM
fis-3489	318	2	are	be	AUX
fis-3489	318	3	even	even	ADV
fis-3489	318	4	more	more	ADV
fis-3489	318	5	noticeable	noticeable	ADJ
fis-3489	318	6	.	.	PUNCT
fis-3489	319	1	the	the	DET
fis-3489	319	2	brittle	brittle	ADJ
fis-3489	319	3	failure	failure	NOUN
fis-3489	319	4	even	even	ADV
fis-3489	319	5	abrupts	abrupt	NOUN
fis-3489	319	6	in	in	ADP
fis-3489	319	7	strengthened	strengthened	ADJ
fis-3489	319	8	beams	beam	NOUN
fis-3489	319	9	with	with	ADP
fis-3489	319	10	large	large	ADJ
fis-3489	319	11	thickness	thickness	NOUN
fis-3489	319	12	plates	plate	NOUN
fis-3489	319	13	without	without	ADP
fis-3489	319	14	special	special	ADJ
fis-3489	319	15	anchorage	anchorage	NOUN
fis-3489	319	16	measures	measure	NOUN
fis-3489	319	17	.	.	PUNCT
fis-3489	320	1	for	for	ADP
fis-3489	320	2	the	the	DET
fis-3489	320	3	theoretical	theoretical	ADJ
fis-3489	320	4	solutions	solution	NOUN
fis-3489	320	5	,	,	PUNCT
fis-3489	320	6	the	the	DET
fis-3489	320	7	ductile	ductile	NOUN
fis-3489	320	8	or	or	CCONJ
fis-3489	320	9	brittle	brittle	ADJ
fis-3489	320	10	failure	failure	NOUN
fis-3489	320	11	modes	mode	NOUN
fis-3489	320	12	can	can	AUX
fis-3489	320	13	be	be	AUX
fis-3489	320	14	predicted	predict	VERB
fis-3489	320	15	by	by	ADP
fis-3489	320	16	using	use	VERB
fis-3489	320	17	eq	eq	ADP
fis-3489	320	18	.	.	PUNCT
fis-3489	321	1	(	(	PUNCT
fis-3489	321	2	10	10	NUM
fis-3489	321	3	)	)	PUNCT
fis-3489	321	4	.	.	PUNCT
fis-3489	322	1	tab	tab	NOUN
fis-3489	322	2	.	.	PUNCT
fis-3489	323	1	3	3	NUM
fis-3489	323	2	presents	present	VERB
fis-3489	323	3	the	the	DET
fis-3489	323	4	ductile	ductile	NOUN
fis-3489	323	5	/	/	SYM
fis-3489	323	6	brittle	brittle	ADJ
fis-3489	323	7	failure	failure	NOUN
fis-3489	323	8	modes	mode	NOUN
fis-3489	323	9	as	as	SCONJ
fis-3489	323	10	observed	observe	VERB
fis-3489	323	11	from	from	ADP
fis-3489	323	12	the	the	DET
fis-3489	323	13	present	present	ADJ
fis-3489	323	14	experimental	experimental	ADJ
fis-3489	323	15	beams	beam	NOUN
fis-3489	323	16	(	(	PUNCT
fis-3489	323	17	d1	d1	NOUN
fis-3489	323	18	-	-	PUNCT
fis-3489	323	19	d6	d6	NOUN
fis-3489	323	20	)	)	PUNCT
fis-3489	323	21	and	and	CCONJ
fis-3489	323	22	the	the	DET
fis-3489	323	23	experimental	experimental	ADJ
fis-3489	323	24	studies	study	NOUN
fis-3489	323	25	of	of	ADP
fis-3489	323	26	aykac	aykac	NOUN
fis-3489	323	27	et	et	PROPN
fis-3489	323	28	al	al	PROPN
fis-3489	323	29	.	.	PUNCT
fis-3489	324	1	[	[	X
fis-3489	324	2	3	3	NUM
fis-3489	324	3	]	]	PUNCT
fis-3489	324	4	.	.	PUNCT
fis-3489	325	1	it	it	PRON
fis-3489	325	2	can	can	AUX
fis-3489	325	3	be	be	AUX
fis-3489	325	4	observed	observe	VERB
fis-3489	325	5	from	from	ADP
fis-3489	325	6	the	the	DET
fis-3489	325	7	table	table	NOUN
fis-3489	325	8	that	that	SCONJ
fis-3489	325	9	the	the	DET
fis-3489	325	10	theoretical	theoretical	ADJ
fis-3489	325	11	predictions	prediction	NOUN
fis-3489	325	12	excellently	excellently	ADV
fis-3489	325	13	capture	capture	VERB
fis-3489	325	14	the	the	DET
fis-3489	325	15	experiment	experiment	NOUN
fis-3489	325	16	failure	failure	NOUN
fis-3489	325	17	modes	mode	NOUN
fis-3489	325	18	.	.	PUNCT
fis-3489	326	1	it	it	PRON
fis-3489	326	2	is	be	AUX
fis-3489	326	3	here	here	ADV
fis-3489	326	4	noted	note	VERB
fis-3489	326	5	that	that	SCONJ
fis-3489	326	6	the	the	DET
fis-3489	326	7	failure	failure	NOUN
fis-3489	326	8	type	type	NOUN
fis-3489	326	9	of	of	ADP
fis-3489	326	10	the	the	DET
fis-3489	326	11	beam	beam	NOUN
fis-3489	326	12	is	be	AUX
fis-3489	326	13	observed	observe	VERB
fis-3489	326	14	to	to	PART
fis-3489	326	15	depend	depend	VERB
fis-3489	326	16	on	on	ADP
fis-3489	326	17	both	both	CCONJ
fis-3489	326	18	the	the	DET
fis-3489	326	19	reference	reference	NOUN
fis-3489	326	20	beam	beam	NOUN
fis-3489	326	21	details	detail	NOUN
fis-3489	326	22	and	and	CCONJ
fis-3489	326	23	external	external	ADJ
fis-3489	326	24	steel	steel	NOUN
fis-3489	326	25	plate	plate	NOUN
fis-3489	326	26	parameters	parameter	NOUN
fis-3489	326	27	.	.	PUNCT
fis-3489	327	1	these	these	DET
fis-3489	327	2	parameters	parameter	NOUN
fis-3489	327	3	include	include	VERB
fis-3489	327	4	the	the	DET
fis-3489	327	5	dimensions	dimension	NOUN
fis-3489	327	6	and	and	CCONJ
fis-3489	327	7	material	material	NOUN
fis-3489	327	8	properties	property	NOUN
fis-3489	327	9	.	.	PUNCT
fis-3489	328	1	generally	generally	ADV
fis-3489	328	2	,	,	PUNCT
fis-3489	328	3	the	the	DET
fis-3489	328	4	addition	addition	NOUN
fis-3489	328	5	of	of	ADP
fis-3489	328	6	external	external	ADJ
fis-3489	328	7	steel	steel	NOUN
fis-3489	328	8	tends	tend	VERB
fis-3489	328	9	to	to	PART
fis-3489	328	10	increase	increase	VERB
fis-3489	328	11	the	the	DET
fis-3489	328	12	brittleness	brittleness	NOUN
fis-3489	328	13	of	of	ADP
fis-3489	328	14	the	the	DET
fis-3489	328	15	structure	structure	NOUN
fis-3489	328	16	and	and	CCONJ
fis-3489	328	17	reduce	reduce	VERB
fis-3489	328	18	the	the	DET
fis-3489	328	19	total	total	ADJ
fis-3489	328	20	deflection	deflection	NOUN
fis-3489	328	21	of	of	ADP
fis-3489	328	22	strenthenned	strenthenne	VERB
fis-3489	328	23	beam	beam	NOUN
fis-3489	328	24	.	.	PUNCT
fis-3489	329	1	therefore	therefore	ADV
fis-3489	329	2	,	,	PUNCT
fis-3489	329	3	the	the	DET
fis-3489	329	4	theoretical	theoretical	ADJ
fis-3489	329	5	prediction	prediction	NOUN
fis-3489	329	6	using	use	VERB
fis-3489	329	7	eq	eq	X
fis-3489	329	8	.	.	PUNCT
fis-3489	330	1	(	(	PUNCT
fis-3489	330	2	10	10	NUM
fis-3489	330	3	)	)	PUNCT
fis-3489	330	4	is	be	AUX
fis-3489	330	5	proposed	propose	VERB
fis-3489	330	6	to	to	PART
fis-3489	330	7	select	select	VERB
fis-3489	330	8	the	the	DET
fis-3489	330	9	appropriate	appropriate	ADJ
fis-3489	330	10	external	external	ADJ
fis-3489	330	11	steel	steel	NOUN
fis-3489	330	12	ratio	ratio	NOUN
fis-3489	330	13	for	for	ADP
fis-3489	330	14	the	the	DET
fis-3489	330	15	existing	exist	VERB
fis-3489	330	16	beam	beam	NOUN
fis-3489	330	17	to	to	PART
fis-3489	330	18	ensure	ensure	VERB
fis-3489	330	19	ductility	ductility	NOUN
fis-3489	330	20	.	.	PUNCT
fis-3489	331	1	although	although	SCONJ
fis-3489	331	2	the	the	DET
fis-3489	331	3	present	present	ADJ
fis-3489	331	4	theoretical	theoretical	ADJ
fis-3489	331	5	results	result	NOUN
fis-3489	331	6	are	be	AUX
fis-3489	331	7	well	well	ADV
fis-3489	331	8	validated	validate	VERB
fis-3489	331	9	against	against	ADP
fis-3489	331	10	the	the	DET
fis-3489	331	11	present	present	ADJ
fis-3489	331	12	experimental	experimental	ADJ
fis-3489	331	13	results	result	NOUN
fis-3489	331	14	as	as	ADV
fis-3489	331	15	well	well	ADV
fis-3489	331	16	as	as	ADP
fis-3489	331	17	the	the	DET
fis-3489	331	18	experiment	experiment	NOUN
fis-3489	331	19	results	result	VERB
fis-3489	331	20	by	by	ADP
fis-3489	331	21	aykac	aykac	NOUN
fis-3489	331	22	et	et	PROPN
fis-3489	331	23	al	al	PROPN
fis-3489	331	24	.	.	PUNCT
fis-3489	332	1	[	[	X
fis-3489	332	2	3	3	NUM
fis-3489	332	3	]	]	PUNCT
fis-3489	332	4	,	,	PUNCT
fis-3489	332	5	it	it	PRON
fis-3489	332	6	is	be	AUX
fis-3489	332	7	also	also	ADV
fis-3489	332	8	recommended	recommend	VERB
fis-3489	332	9	that	that	SCONJ
fis-3489	332	10	further	further	ADJ
fis-3489	332	11	investigations	investigation	NOUN
fis-3489	332	12	against	against	ADP
fis-3489	332	13	other	other	ADJ
fis-3489	332	14	beam	beam	NOUN
fis-3489	332	15	configurations	configuration	NOUN
fis-3489	332	16	should	should	AUX
fis-3489	332	17	be	be	AUX
fis-3489	332	18	required	require	VERB
fis-3489	332	19	to	to	PART
fis-3489	332	20	achieve	achieve	VERB
fis-3489	332	21	better	well	ADJ
fis-3489	332	22	validations	validation	NOUN
fis-3489	332	23	.	.	PUNCT
fis-3489	333	1	no	no	INTJ
fis-3489	333	2	.	.	PUNCT
fis-3489	334	1	test	test	NOUN
fis-3489	334	2	theoretical	theoretical	ADJ
fis-3489	334	3	predictions	prediction	NOUN
fis-3489	334	4	experiment	experiment	NOUN
fis-3489	334	5	results	result	NOUN
fis-3489	334	6	predicted	predict	VERB
fis-3489	334	7	minimum	minimum	ADJ
fis-3489	334	8	/	/	SYM
fis-3489	334	9	maxi	maxi	ADJ
fis-3489	334	10	mum	mum	NOUN
fis-3489	334	11	crack	crack	NOUN
fis-3489	334	12	distance	distance	NOUN
fis-3489	334	13	(	(	PUNCT
fis-3489	334	14	mm	mm	NOUN
fis-3489	334	15	)	)	PUNCT
fis-3489	334	16	predicted	predict	VERB
fis-3489	334	17	stress	stress	NOUN
fis-3489	334	18	in	in	ADP
fis-3489	334	19	steel	steel	NOUN
fis-3489	334	20	plate	plate	NOUN
fis-3489	334	21	at	at	ADP
fis-3489	334	22	rupture	rupture	NOUN
fis-3489	334	23	(	(	PUNCT
fis-3489	334	24	eq	eq	NOUN
fis-3489	334	25	.	.	PUNCT
fis-3489	335	1	(	(	PUNCT
fis-3489	335	2	8)	8)	NUM
fis-3489	335	3	)	)	PUNCT
fis-3489	335	4	coefficient	coefficient	NOUN
fis-3489	335	5	r	r	X
fis-3489	335	6	(	(	PUNCT
fis-3489	335	7	eq	eq	NOUN
fis-3489	335	8	.	.	PUNCT
fis-3489	336	1	(	(	PUNCT
fis-3489	336	2	10	10	NUM
fis-3489	336	3	)	)	PUNCT
fis-3489	336	4	)	)	PUNCT
fis-3489	337	1	theoritical	theoritical	ADJ
fis-3489	337	2	results	result	NOUN
fis-3489	337	3	of	of	ADP
fis-3489	337	4	rupture	rupture	NOUN
fis-3489	337	5	type	type	NOUN
fis-3489	337	6	actual	actual	ADJ
fis-3489	337	7	minimum	minimum	NOUN
fis-3489	337	8	/	/	SYM
fis-3489	337	9	m	m	NOUN
fis-3489	337	10	aximum	aximum	ADJ
fis-3489	337	11	crack	crack	NOUN
fis-3489	337	12	distance	distance	NOUN
fis-3489	337	13	(	(	PUNCT
fis-3489	337	14	mm	mm	NOUN
fis-3489	337	15	)	)	PUNCT
fis-3489	337	16	experiment	experiment	NOUN
fis-3489	337	17	results	result	NOUN
fis-3489	337	18	of	of	ADP
fis-3489	337	19	rupture	rupture	NOUN
fis-3489	337	20	type	type	NOUN
fis-3489	337	21	1	1	NUM
fis-3489	337	22	present	present	ADJ
fis-3489	337	23	beam	beam	NOUN
fis-3489	337	24	d1	d1	PROPN
fis-3489	337	25	88/176	88/176	NUM
fis-3489	337	26	389.8	389.8	NUM
fis-3489	337	27	1.03	1.03	NUM
fis-3489	337	28	>	>	SYM
fis-3489	337	29	1	1	NUM
fis-3489	337	30	ductile	ductile	NOUN
fis-3489	337	31	45/150	45/150	NUM
fis-3489	337	32	ductile	ductile	NOUN
fis-3489	337	33	2	2	NUM
fis-3489	337	34	present	present	ADJ
fis-3489	337	35	beam	beam	NOUN
fis-3489	337	36	d2	d2	PROPN
fis-3489	337	37	88/176	88/176	NUM
fis-3489	337	38	389.8	389.8	NUM
fis-3489	337	39	1.03	1.03	NUM
fis-3489	337	40	>	>	SYM
fis-3489	337	41	1	1	NUM
fis-3489	337	42	ductile	ductile	NOUN
fis-3489	337	43	60/280	60/280	NUM
fis-3489	337	44	ductile	ductile	NOUN
fis-3489	337	45	3	3	NUM
fis-3489	337	46	present	present	ADJ
fis-3489	337	47	beam	beam	NOUN
fis-3489	337	48	d3	d3	PROPN
fis-3489	337	49	88/176	88/176	NUM
fis-3489	337	50	389.8	389.8	NUM
fis-3489	337	51	1.03	1.03	NUM
fis-3489	337	52	>	>	SYM
fis-3489	337	53	1	1	NUM
fis-3489	337	54	ductile	ductile	NOUN
fis-3489	337	55	60/210	60/210	NUM
fis-3489	337	56	ductile	ductile	NOUN
fis-3489	337	57	4	4	NUM
fis-3489	337	58	present	present	ADJ
fis-3489	337	59	beam	beam	NOUN
fis-3489	337	60	d4	d4	PROPN
fis-3489	337	61	88/176	88/176	NUM
fis-3489	337	62	389.8	389.8	NUM
fis-3489	337	63	1.03	1.03	NUM
fis-3489	337	64	>	>	SYM
fis-3489	337	65	1	1	NUM
fis-3489	337	66	ductile	ductile	NOUN
fis-3489	337	67	60/200	60/200	NUM
fis-3489	337	68	ductile	ductile	NOUN
fis-3489	337	69	5	5	NUM
fis-3489	337	70	present	present	ADJ
fis-3489	337	71	beam	beam	NOUN
fis-3489	337	72	d5	d5	NOUN
fis-3489	337	73	88/176	88/176	NUM
fis-3489	337	74	389.8	389.8	NUM
fis-3489	337	75	1.03	1.03	NUM
fis-3489	337	76	>	>	SYM
fis-3489	337	77	1	1	NUM
fis-3489	337	78	ductile	ductile	NOUN
fis-3489	337	79	100/200	100/200	NUM
fis-3489	337	80	ductile	ductile	NOUN
fis-3489	337	81	6	6	NUM
fis-3489	337	82	present	present	ADJ
fis-3489	337	83	beam	beam	NOUN
fis-3489	337	84	d6	d6	NOUN
fis-3489	337	85	88/176	88/176	NUM
fis-3489	337	86	389.8	389.8	NUM
fis-3489	337	87	1.03	1.03	NUM
fis-3489	337	88	>	>	SYM
fis-3489	337	89	1	1	NUM
fis-3489	337	90	ductile	ductile	NOUN
fis-3489	337	91	50/180	50/180	NUM
fis-3489	337	92	ductile	ductile	NOUN
fis-3489	337	93	7	7	NUM
fis-3489	337	94	beam	beam	NOUN
fis-3489	337	95	sbb1.5	sbb1.5	PROPN
fis-3489	338	1	[	[	X
fis-3489	338	2	3	3	NUM
fis-3489	338	3	]	]	PUNCT
fis-3489	338	4	124/248	124/248	NUM
fis-3489	338	5	848.95	848.95	NUM
fis-3489	338	6	(	(	PUNCT
fis-3489	338	7	ruptured	rupture	VERB
fis-3489	338	8	)	)	PUNCT
fis-3489	338	9	3.03	3.03	NUM
fis-3489	338	10	>	>	SYM
fis-3489	338	11	1	1	NUM
fis-3489	338	12	ductile	ductile	NOUN
fis-3489	338	13	n	n	CCONJ
fis-3489	338	14	/	/	SYM
fis-3489	338	15	a	a	DET
fis-3489	338	16	ductile	ductile	NOUN
fis-3489	338	17	8	8	NUM
fis-3489	338	18	beam	beam	NOUN
fis-3489	338	19	sbb	sbb	PROPN
fis-3489	338	20	3	3	NUM
fis-3489	339	1	[	[	X
fis-3489	339	2	3	3	NUM
fis-3489	339	3	]	]	PUNCT
fis-3489	339	4	120/241	120/241	PROPN
fis-3489	339	5	412.80	412.80	NUM
fis-3489	339	6	(	(	PUNCT
fis-3489	339	7	ruptured	rupture	VERB
fis-3489	339	8	)	)	PUNCT
fis-3489	339	9	1.47	1.47	NUM
fis-3489	339	10	>	>	SYM
fis-3489	339	11	1	1	NUM
fis-3489	339	12	ductile	ductile	PROPN
fis-3489	339	13	n	n	CCONJ
fis-3489	339	14	/	/	SYM
fis-3489	339	15	a	a	DET
fis-3489	339	16	ductile	ductile	NOUN
fis-3489	339	17	9	9	NUM
fis-3489	339	18	beam	beam	NOUN
fis-3489	339	19	sb	sb	PROPN
fis-3489	339	20	6	6	NUM
fis-3489	340	1	[	[	X
fis-3489	340	2	3	3	NUM
fis-3489	340	3	]	]	PUNCT
fis-3489	340	4	114/227	114/227	NUM
fis-3489	340	5	194.71	194.71	NUM
fis-3489	340	6	0.70	0.70	NUM
fis-3489	340	7	<	<	X
fis-3489	340	8	1	1	NUM
fis-3489	340	9	brittle	brittle	ADJ
fis-3489	340	10	n	n	NOUN
fis-3489	340	11	/	/	SYM
fis-3489	340	12	a	a	DET
fis-3489	340	13	brittle	brittle	ADJ
fis-3489	340	14	10	10	NUM
fis-3489	340	15	beam	beam	NOUN
fis-3489	340	16	sb	sb	PROPN
fis-3489	340	17	4.5	4.5	NUM
fis-3489	341	1	[	[	X
fis-3489	341	2	3	3	NUM
fis-3489	341	3	]	]	X
fis-3489	341	4	117/234	117/234	NUM
fis-3489	341	5	267.4	267.4	NUM
fis-3489	341	6	0.96	0.96	NUM
fis-3489	341	7	<	<	X
fis-3489	341	8	1	1	NUM
fis-3489	341	9	brittle	brittle	ADJ
fis-3489	341	10	n	n	NOUN
fis-3489	341	11	/	/	SYM
fis-3489	341	12	a	a	DET
fis-3489	341	13	brittle	brittle	ADJ
fis-3489	341	14	11	11	NUM
fis-3489	341	15	beam	beam	NOUN
fis-3489	341	16	prb6	prb6	NOUN
fis-3489	342	1	[	[	X
fis-3489	342	2	3	3	NUM
fis-3489	342	3	]	]	PUNCT
fis-3489	342	4	114/227	114/227	NUM
fis-3489	342	5	194.71	194.71	NUM
fis-3489	342	6	0.70	0.70	NUM
fis-3489	342	7	<	<	X
fis-3489	342	8	1	1	NUM
fis-3489	342	9	brittle	brittle	ADJ
fis-3489	342	10	n	n	CCONJ
fis-3489	342	11	/	/	SYM
fis-3489	342	12	a	a	DET
fis-3489	342	13	brittle	brittle	ADJ
fis-3489	342	14	table	table	NOUN
fis-3489	342	15	3	3	NUM
fis-3489	342	16	:	:	PUNCT
fis-3489	342	17	comparison	comparison	NOUN
fis-3489	342	18	of	of	ADP
fis-3489	342	19	the	the	DET
fis-3489	342	20	failure	failure	NOUN
fis-3489	342	21	modes	mode	NOUN
fis-3489	342	22	of	of	ADP
fis-3489	342	23	plate	plate	NOUN
fis-3489	342	24	-	-	PUNCT
fis-3489	342	25	strengthened	strengthen	VERB
fis-3489	342	26	rc	rc	NOUN
fis-3489	342	27	beams	beam	NOUN
fis-3489	342	28	between	between	ADP
fis-3489	342	29	the	the	DET
fis-3489	342	30	proposed	propose	VERB
fis-3489	342	31	theoretical	theoretical	ADJ
fis-3489	342	32	model	model	NOUN
fis-3489	342	33	against	against	ADP
fis-3489	342	34	experimental	experimental	ADJ
fis-3489	342	35	results	result	NOUN
fis-3489	342	36	.	.	PUNCT
fis-3489	343	1	conclusion	conclusion	NOUN
fis-3489	343	2	n	n	ADP
fis-3489	343	3	experimental	experimental	ADJ
fis-3489	343	4	study	study	NOUN
fis-3489	343	5	and	and	CCONJ
fis-3489	343	6	a	a	DET
fis-3489	343	7	proposed	propose	VERB
fis-3489	343	8	theoretical	theoretical	ADJ
fis-3489	343	9	solution	solution	NOUN
fis-3489	343	10	were	be	AUX
fis-3489	343	11	conducted	conduct	VERB
fis-3489	343	12	in	in	ADP
fis-3489	343	13	the	the	DET
fis-3489	343	14	present	present	ADJ
fis-3489	343	15	study	study	NOUN
fis-3489	343	16	to	to	PART
fis-3489	343	17	investigate	investigate	VERB
fis-3489	343	18	the	the	DET
fis-3489	343	19	ductile/	ductile/	NUM
fis-3489	343	20	brittle	brittle	ADJ
fis-3489	343	21	failure	failure	NOUN
fis-3489	343	22	mode	mode	NOUN
fis-3489	343	23	of	of	ADP
fis-3489	343	24	reinforced	reinforce	VERB
fis-3489	343	25	concrete	concrete	ADJ
fis-3489	343	26	beams	beam	NOUN
fis-3489	343	27	strengthened	strengthen	VERB
fis-3489	343	28	with	with	ADP
fis-3489	343	29	an	an	DET
fis-3489	343	30	external	external	ADJ
fis-3489	343	31	steel	steel	NOUN
fis-3489	343	32	plate	plate	NOUN
fis-3489	343	33	.	.	PUNCT
fis-3489	344	1	six	six	NUM
fis-3489	344	2	steel	steel	NOUN
fis-3489	344	3	platestrengthened	platestrengthene	VERB
fis-3489	344	4	rc	rc	PROPN
fis-3489	344	5	beams	beam	NOUN
fis-3489	344	6	and	and	CCONJ
fis-3489	344	7	one	one	NUM
fis-3489	344	8	non	non	ADJ
fis-3489	344	9	-	-	ADJ
fis-3489	344	10	strengthened	strengthened	ADJ
fis-3489	344	11	rc	rc	PROPN
fis-3489	344	12	beam	beam	NOUN
fis-3489	344	13	have	have	AUX
fis-3489	344	14	been	be	AUX
fis-3489	344	15	fabricated	fabricate	VERB
fis-3489	344	16	and	and	CCONJ
fis-3489	344	17	tested	test	VERB
fis-3489	344	18	under	under	ADP
fis-3489	344	19	4	4	NUM
fis-3489	344	20	-	-	PUNCT
fis-3489	344	21	point	point	NOUN
fis-3489	344	22	bending	bend	VERB
fis-3489	344	23	loads	load	NOUN
fis-3489	344	24	.	.	PUNCT
fis-3489	345	1	the	the	DET
fis-3489	345	2	experimental	experimental	ADJ
fis-3489	345	3	study	study	NOUN
fis-3489	345	4	showed	show	VERB
fis-3489	345	5	that	that	SCONJ
fis-3489	345	6	the	the	DET
fis-3489	345	7	failure	failure	NOUN
fis-3489	345	8	mode	mode	NOUN
fis-3489	345	9	was	be	AUX
fis-3489	345	10	based	base	VERB
fis-3489	345	11	on	on	ADP
fis-3489	345	12	concrete	concrete	NOUN
fis-3489	345	13	sliding	slide	VERB
fis-3489	345	14	along	along	ADP
fis-3489	345	15	with	with	ADP
fis-3489	345	16	the	the	DET
fis-3489	345	17	external	external	ADJ
fis-3489	345	18	plate	plate	NOUN
fis-3489	345	19	.	.	PUNCT
fis-3489	346	1	this	this	DET
fis-3489	346	2	slip	slip	NOUN
fis-3489	346	3	was	be	AUX
fis-3489	346	4	limited	limit	VERB
fis-3489	346	5	between	between	ADP
fis-3489	346	6	two	two	NUM
fis-3489	346	7	vertical	vertical	ADJ
fis-3489	346	8	cracks	crack	NOUN
fis-3489	346	9	,	,	PUNCT
fis-3489	346	10	from	from	ADP
fis-3489	346	11	which	which	PRON
fis-3489	346	12	the	the	DET
fis-3489	346	13	maximum	maximum	ADJ
fis-3489	346	14	stress	stress	NOUN
fis-3489	346	15	in	in	ADP
fis-3489	346	16	the	the	DET
fis-3489	346	17	external	external	ADJ
fis-3489	346	18	steel	steel	NOUN
fis-3489	346	19	was	be	AUX
fis-3489	346	20	determined	determine	VERB
fis-3489	346	21	.	.	PUNCT
fis-3489	347	1	the	the	DET
fis-3489	347	2	proposed	propose	VERB
fis-3489	347	3	theoretical	theoretical	ADJ
fis-3489	347	4	model	model	NOUN
fis-3489	347	5	was	be	AUX
fis-3489	347	6	then	then	ADV
fis-3489	347	7	developed	develop	VERB
fis-3489	347	8	based	base	VERB
fis-3489	347	9	on	on	ADP
fis-3489	347	10	the	the	DET
fis-3489	347	11	observed	observe	VERB
fis-3489	347	12	experimental	experimental	ADJ
fis-3489	347	13	results	result	NOUN
fis-3489	347	14	to	to	PART
fis-3489	347	15	analyze	analyze	VERB
fis-3489	347	16	the	the	DET
fis-3489	347	17	crack	crack	NOUN
fis-3489	347	18	formation	formation	NOUN
fis-3489	347	19	,	,	PUNCT
fis-3489	347	20	to	to	PART
fis-3489	347	21	determine	determine	VERB
fis-3489	347	22	the	the	DET
fis-3489	347	23	distance	distance	NOUN
fis-3489	347	24	between	between	ADP
fis-3489	347	25	vertical	vertical	ADJ
fis-3489	347	26	cracks	crack	NOUN
fis-3489	347	27	,	,	PUNCT
fis-3489	347	28	and	and	CCONJ
fis-3489	347	29	to	to	PART
fis-3489	347	30	quantitatively	quantitatively	ADV
fis-3489	347	31	predict	predict	VERB
fis-3489	347	32	the	the	DET
fis-3489	347	33	ductile	ductile	NOUN
fis-3489	347	34	/	/	SYM
fis-3489	347	35	brittle	brittle	ADJ
fis-3489	347	36	failure	failure	NOUN
fis-3489	347	37	mode	mode	NOUN
fis-3489	347	38	of	of	ADP
fis-3489	347	39	platea	platea	NOUN
fis-3489	347	40	v.-h	v.-h	NOUN
fis-3489	347	41	.	.	PUNCT
fis-3489	348	1	nguyen	nguyen	PROPN
fis-3489	348	2	et	et	PROPN
fis-3489	348	3	alii	alii	PROPN
fis-3489	348	4	,	,	PUNCT
fis-3489	348	5	frattura	frattura	PROPN
fis-3489	348	6	ed	ed	PROPN
fis-3489	348	7	integrità	integrità	PROPN
fis-3489	348	8	strutturale	strutturale	PROPN
fis-3489	348	9	,	,	PUNCT
fis-3489	348	10	61	61	NUM
fis-3489	348	11	(	(	PUNCT
fis-3489	348	12	2022	2022	NUM
fis-3489	348	13	)	)	PUNCT
fis-3489	348	14	198	198	NUM
fis-3489	348	15	-	-	SYM
fis-3489	348	16	213	213	NUM
fis-3489	348	17	;	;	PUNCT
fis-3489	348	18	doi	doi	NOUN
fis-3489	348	19	:	:	PUNCT
fis-3489	348	20	10.3221	10.3221	NUM
fis-3489	348	21	/	/	SYM
fis-3489	348	22	igf	igf	PROPN
fis-3489	348	23	-	-	PROPN
fis-3489	348	24	esis.61.13	esis.61.13	PROPN
fis-3489	348	25	211	211	NUM
fis-3489	348	26	strengthened	strengthen	VERB
fis-3489	348	27	rc	rc	PROPN
fis-3489	348	28	beams	beam	NOUN
fis-3489	348	29	.	.	PUNCT
fis-3489	349	1	it	it	PRON
fis-3489	349	2	was	be	AUX
fis-3489	349	3	observed	observe	VERB
fis-3489	349	4	from	from	ADP
fis-3489	349	5	the	the	DET
fis-3489	349	6	study	study	NOUN
fis-3489	349	7	that	that	SCONJ
fis-3489	349	8	the	the	DET
fis-3489	349	9	maximum	maximum	ADJ
fis-3489	349	10	tensile	tensile	NOUN
fis-3489	349	11	force	force	NOUN
fis-3489	349	12	in	in	ADP
fis-3489	349	13	the	the	DET
fis-3489	349	14	external	external	ADJ
fis-3489	349	15	steel	steel	NOUN
fis-3489	349	16	plate	plate	NOUN
fis-3489	349	17	was	be	AUX
fis-3489	349	18	equal	equal	ADJ
fis-3489	349	19	to	to	ADP
fis-3489	349	20	the	the	DET
fis-3489	349	21	slip	slip	NOUN
fis-3489	349	22	resistance	resistance	NOUN
fis-3489	349	23	of	of	ADP
fis-3489	349	24	the	the	DET
fis-3489	349	25	concrete	concrete	NOUN
fis-3489	349	26	within	within	ADP
fis-3489	349	27	the	the	DET
fis-3489	349	28	consecutive	consecutive	ADJ
fis-3489	349	29	vertical	vertical	ADJ
fis-3489	349	30	cracks	crack	NOUN
fis-3489	349	31	from	from	ADP
fis-3489	349	32	which	which	PRON
fis-3489	349	33	the	the	DET
fis-3489	349	34	maximum	maximum	ADJ
fis-3489	349	35	stress	stress	NOUN
fis-3489	349	36	at	at	ADP
fis-3489	349	37	failure	failure	NOUN
fis-3489	349	38	was	be	AUX
fis-3489	349	39	determined	determine	VERB
fis-3489	349	40	.	.	PUNCT
fis-3489	350	1	if	if	SCONJ
fis-3489	350	2	this	this	DET
fis-3489	350	3	stress	stress	NOUN
fis-3489	350	4	value	value	NOUN
fis-3489	350	5	exceeded	exceed	VERB
fis-3489	350	6	the	the	DET
fis-3489	350	7	yield	yield	NOUN
fis-3489	350	8	limit	limit	NOUN
fis-3489	350	9	,	,	PUNCT
fis-3489	350	10	the	the	DET
fis-3489	350	11	beam	beam	NOUN
fis-3489	350	12	was	be	AUX
fis-3489	350	13	considered	consider	VERB
fis-3489	350	14	as	as	ADP
fis-3489	350	15	a	a	DET
fis-3489	350	16	ductile	ductile	NOUN
fis-3489	350	17	failure	failure	NOUN
fis-3489	350	18	and	and	CCONJ
fis-3489	350	19	thus	thus	ADV
fis-3489	350	20	a	a	DET
fis-3489	350	21	coefficient	coefficient	NOUN
fis-3489	350	22	of	of	ADP
fis-3489	350	23	the	the	DET
fis-3489	350	24	threshold	threshold	NOUN
fis-3489	350	25	for	for	ADP
fis-3489	350	26	ductile	ductile	NOUN
fis-3489	350	27	failure	failure	NOUN
fis-3489	350	28	could	could	AUX
fis-3489	350	29	be	be	AUX
fis-3489	350	30	determined	determine	VERB
fis-3489	350	31	.	.	PUNCT
fis-3489	351	1	most	most	ADJ
fis-3489	351	2	of	of	ADP
fis-3489	351	3	the	the	DET
fis-3489	351	4	beams	beam	NOUN
fis-3489	351	5	reinforced	reinforce	VERB
fis-3489	351	6	with	with	ADP
fis-3489	351	7	an	an	DET
fis-3489	351	8	external	external	ADJ
fis-3489	351	9	steel	steel	NOUN
fis-3489	351	10	plate	plate	NOUN
fis-3489	351	11	is	be	AUX
fis-3489	351	12	prone	prone	ADJ
fis-3489	351	13	to	to	ADP
fis-3489	351	14	brittle	brittle	ADJ
fis-3489	351	15	failure	failure	NOUN
fis-3489	351	16	.	.	PUNCT
fis-3489	352	1	therefore	therefore	ADV
fis-3489	352	2	,	,	PUNCT
fis-3489	352	3	it	it	PRON
fis-3489	352	4	is	be	AUX
fis-3489	352	5	necessary	necessary	ADJ
fis-3489	352	6	to	to	PART
fis-3489	352	7	calculate	calculate	VERB
fis-3489	352	8	the	the	DET
fis-3489	352	9	steel	steel	NOUN
fis-3489	352	10	quantity	quantity	NOUN
fis-3489	352	11	to	to	PART
fis-3489	352	12	ensure	ensure	VERB
fis-3489	352	13	that	that	SCONJ
fis-3489	352	14	this	this	PRON
fis-3489	352	15	does	do	AUX
fis-3489	352	16	not	not	PART
fis-3489	352	17	occur	occur	VERB
fis-3489	352	18	in	in	ADP
fis-3489	352	19	the	the	DET
fis-3489	352	20	strengthening	strengthen	VERB
fis-3489	352	21	design	design	NOUN
fis-3489	352	22	.	.	PUNCT
fis-3489	353	1	based	base	VERB
fis-3489	353	2	on	on	ADP
fis-3489	353	3	this	this	DET
fis-3489	353	4	study	study	NOUN
fis-3489	353	5	,	,	PUNCT
fis-3489	353	6	the	the	DET
fis-3489	353	7	external	external	ADJ
fis-3489	353	8	plate	plate	NOUN
fis-3489	353	9	size	size	NOUN
fis-3489	353	10	can	can	AUX
fis-3489	353	11	be	be	AUX
fis-3489	353	12	selected	select	VERB
fis-3489	353	13	to	to	PART
fis-3489	353	14	meet	meet	VERB
fis-3489	353	15	the	the	DET
fis-3489	353	16	load	load	NOUN
fis-3489	353	17	upgrade	upgrade	NOUN
fis-3489	353	18	needs	need	NOUN
fis-3489	353	19	without	without	ADP
fis-3489	353	20	causing	cause	VERB
fis-3489	353	21	brittle	brittle	ADJ
fis-3489	353	22	failure	failure	NOUN
fis-3489	353	23	follows	follow	VERB
fis-3489	353	24	eqn	eqn	NOUN
fis-3489	353	25	.	.	PUNCT
fis-3489	354	1	(	(	PUNCT
fis-3489	354	2	9	9	NUM
fis-3489	354	3	)	)	PUNCT
fis-3489	354	4	.	.	PUNCT
fis-3489	355	1	in	in	ADP
fis-3489	355	2	the	the	DET
fis-3489	355	3	case	case	NOUN
fis-3489	355	4	of	of	ADP
fis-3489	355	5	irreparable	irreparable	ADJ
fis-3489	355	6	brittle	brittle	ADJ
fis-3489	355	7	failure	failure	NOUN
fis-3489	355	8	,	,	PUNCT
fis-3489	355	9	the	the	DET
fis-3489	355	10	stresses	stress	NOUN
fis-3489	355	11	in	in	ADP
fis-3489	355	12	the	the	DET
fis-3489	355	13	outer	outer	ADJ
fis-3489	355	14	steel	steel	NOUN
fis-3489	355	15	will	will	AUX
fis-3489	355	16	be	be	AUX
fis-3489	355	17	less	less	ADJ
fis-3489	355	18	than	than	ADP
fis-3489	355	19	the	the	DET
fis-3489	355	20	yield	yield	NOUN
fis-3489	355	21	strength	strength	NOUN
fis-3489	355	22	.	.	PUNCT
fis-3489	356	1	thus	thus	ADV
fis-3489	356	2	the	the	DET
fis-3489	356	3	bending	bend	VERB
fis-3489	356	4	capacity	capacity	NOUN
fis-3489	356	5	will	will	AUX
fis-3489	356	6	be	be	AUX
fis-3489	356	7	reduced	reduce	VERB
fis-3489	356	8	and	and	CCONJ
fis-3489	356	9	can	can	AUX
fis-3489	356	10	be	be	AUX
fis-3489	356	11	evaluated	evaluate	VERB
fis-3489	356	12	using	use	VERB
fis-3489	356	13	this	this	DET
fis-3489	356	14	study	study	NOUN
fis-3489	356	15	in	in	ADP
fis-3489	356	16	eqn	eqn	PROPN
fis-3489	356	17	.	.	PUNCT
fis-3489	357	1	(	(	PUNCT
fis-3489	357	2	7	7	NUM
fis-3489	357	3	)	)	PUNCT
fis-3489	357	4	.	.	PUNCT
fis-3489	358	1	the	the	DET
fis-3489	358	2	present	present	ADJ
fis-3489	358	3	study	study	NOUN
fis-3489	358	4	has	have	AUX
fis-3489	358	5	conducted	conduct	VERB
fis-3489	358	6	and	and	CCONJ
fis-3489	358	7	discussed	discuss	VERB
fis-3489	358	8	excellent	excellent	ADJ
fis-3489	358	9	validations	validation	NOUN
fis-3489	358	10	of	of	ADP
fis-3489	358	11	these	these	DET
fis-3489	358	12	theoretical	theoretical	ADJ
fis-3489	358	13	equations	equation	NOUN
fis-3489	358	14	against	against	ADP
fis-3489	358	15	experimental	experimental	ADJ
fis-3489	358	16	results	result	NOUN
fis-3489	358	17	.	.	PUNCT
fis-3489	359	1	through	through	ADP
fis-3489	359	2	the	the	DET
fis-3489	359	3	observed	observe	VERB
fis-3489	359	4	experimental	experimental	NOUN
fis-3489	359	5	and	and	CCONJ
fis-3489	359	6	the	the	DET
fis-3489	359	7	analytical	analytical	ADJ
fis-3489	359	8	results	result	NOUN
fis-3489	359	9	,	,	PUNCT
fis-3489	359	10	two	two	NUM
fis-3489	359	11	important	important	ADJ
fis-3489	359	12	conclusions	conclusion	NOUN
fis-3489	359	13	have	have	AUX
fis-3489	359	14	been	be	AUX
fis-3489	359	15	found	find	VERB
fis-3489	359	16	in	in	ADP
fis-3489	359	17	the	the	DET
fis-3489	359	18	present	present	ADJ
fis-3489	359	19	study	study	NOUN
fis-3489	359	20	.	.	PUNCT
fis-3489	360	1	the	the	DET
fis-3489	360	2	first	first	ADJ
fis-3489	360	3	conclusion	conclusion	NOUN
fis-3489	360	4	is	be	AUX
fis-3489	360	5	that	that	SCONJ
fis-3489	360	6	the	the	DET
fis-3489	360	7	steel	steel	NOUN
fis-3489	360	8	plate	plate	NOUN
fis-3489	360	9	separation	separation	NOUN
fis-3489	360	10	is	be	AUX
fis-3489	360	11	random	random	ADJ
fis-3489	360	12	,	,	PUNCT
fis-3489	360	13	i.e.	i.e.	X
fis-3489	360	14	,	,	PUNCT
fis-3489	360	15	it	it	PRON
fis-3489	360	16	can	can	AUX
fis-3489	360	17	occur	occur	VERB
fis-3489	360	18	at	at	ADP
fis-3489	360	19	the	the	DET
fis-3489	360	20	end	end	NOUN
fis-3489	360	21	or	or	CCONJ
fis-3489	360	22	at	at	ADP
fis-3489	360	23	an	an	DET
fis-3489	360	24	intermediate	intermediate	ADJ
fis-3489	360	25	location	location	NOUN
fis-3489	360	26	of	of	ADP
fis-3489	360	27	the	the	DET
fis-3489	360	28	steel	steel	NOUN
fis-3489	360	29	plate	plate	NOUN
fis-3489	360	30	.	.	PUNCT
fis-3489	361	1	based	base	VERB
fis-3489	361	2	on	on	ADP
fis-3489	361	3	the	the	DET
fis-3489	361	4	present	present	NOUN
fis-3489	361	5	proposed	propose	VERB
fis-3489	361	6	theoretical	theoretical	ADJ
fis-3489	361	7	model	model	NOUN
fis-3489	361	8	,	,	PUNCT
fis-3489	361	9	the	the	DET
fis-3489	361	10	minimum	minimum	ADJ
fis-3489	361	11	and	and	CCONJ
fis-3489	361	12	maximum	maximum	ADJ
fis-3489	361	13	distances	distance	NOUN
fis-3489	361	14	between	between	ADP
fis-3489	361	15	two	two	NUM
fis-3489	361	16	cracks	crack	NOUN
fis-3489	361	17	can	can	AUX
fis-3489	361	18	be	be	AUX
fis-3489	361	19	predicted	predict	VERB
fis-3489	361	20	.	.	PUNCT
fis-3489	362	1	from	from	ADP
fis-3489	362	2	that	that	PRON
fis-3489	362	3	,	,	PUNCT
fis-3489	362	4	it	it	PRON
fis-3489	362	5	is	be	AUX
fis-3489	362	6	possible	possible	ADJ
fis-3489	362	7	to	to	PART
fis-3489	362	8	determine	determine	VERB
fis-3489	362	9	the	the	DET
fis-3489	362	10	stresses	stress	NOUN
fis-3489	362	11	in	in	ADP
fis-3489	362	12	the	the	DET
fis-3489	362	13	external	external	ADJ
fis-3489	362	14	steel	steel	NOUN
fis-3489	362	15	plate	plate	NOUN
fis-3489	362	16	at	at	ADP
fis-3489	362	17	the	the	DET
fis-3489	362	18	onset	onset	NOUN
fis-3489	362	19	of	of	ADP
fis-3489	362	20	the	the	DET
fis-3489	362	21	system	system	NOUN
fis-3489	362	22	failure	failure	NOUN
fis-3489	362	23	without	without	ADP
fis-3489	362	24	taking	take	VERB
fis-3489	362	25	care	care	NOUN
fis-3489	362	26	to	to	ADP
fis-3489	362	27	specifying	specify	VERB
fis-3489	362	28	the	the	DET
fis-3489	362	29	positions	position	NOUN
fis-3489	362	30	of	of	ADP
fis-3489	362	31	cracks	crack	NOUN
fis-3489	362	32	and	and	CCONJ
fis-3489	362	33	delamination	delamination	NOUN
fis-3489	362	34	.	.	PUNCT
fis-3489	363	1	the	the	DET
fis-3489	363	2	second	second	ADJ
fis-3489	363	3	conclusion	conclusion	NOUN
fis-3489	363	4	is	be	AUX
fis-3489	363	5	that	that	SCONJ
fis-3489	363	6	the	the	DET
fis-3489	363	7	present	present	ADJ
fis-3489	363	8	theoretical	theoretical	ADJ
fis-3489	363	9	model	model	NOUN
fis-3489	363	10	is	be	AUX
fis-3489	363	11	relatively	relatively	ADV
fis-3489	363	12	simple	simple	ADJ
fis-3489	363	13	,	,	PUNCT
fis-3489	363	14	quick	quick	ADJ
fis-3489	363	15	to	to	PART
fis-3489	363	16	predict	predict	VERB
fis-3489	363	17	the	the	DET
fis-3489	363	18	brittle	brittle	ADJ
fis-3489	363	19	/	/	SYM
fis-3489	363	20	ductile	ductile	NOUN
fis-3489	363	21	failure	failure	NOUN
fis-3489	363	22	mechanism	mechanism	NOUN
fis-3489	363	23	of	of	ADP
fis-3489	363	24	the	the	DET
fis-3489	363	25	steel	steel	NOUN
fis-3489	363	26	platestrengthened	platestrengthene	VERB
fis-3489	363	27	rc	rc	PROPN
fis-3489	363	28	beams	beam	NOUN
fis-3489	363	29	and	and	CCONJ
fis-3489	363	30	thus	thus	ADV
fis-3489	363	31	it	it	PRON
fis-3489	363	32	may	may	AUX
fis-3489	363	33	be	be	AUX
fis-3489	363	34	convenient	convenient	ADJ
fis-3489	363	35	to	to	PART
fis-3489	363	36	control	control	VERB
fis-3489	363	37	the	the	DET
fis-3489	363	38	ductile	ductile	NOUN
fis-3489	363	39	behavior	behavior	NOUN
fis-3489	363	40	at	at	ADP
fis-3489	363	41	the	the	DET
fis-3489	363	42	ultimate	ultimate	ADJ
fis-3489	363	43	bending	bend	VERB
fis-3489	363	44	state	state	NOUN
fis-3489	363	45	of	of	ADP
fis-3489	363	46	such	such	ADJ
fis-3489	363	47	strengthened	strengthen	VERB
fis-3489	363	48	systems	system	NOUN
fis-3489	363	49	.	.	PUNCT
fis-3489	364	1	notation	notation	NOUN
fis-3489	364	2	ca	can	AUX
fis-3489	364	3	tensile	tensile	VERB
fis-3489	364	4	area	area	NOUN
fis-3489	364	5	of	of	ADP
fis-3489	364	6	concrete	concrete	ADJ
fis-3489	364	7	pa	pa	PROPN
fis-3489	364	8	area	area	NOUN
fis-3489	364	9	of	of	ADP
fis-3489	364	10	external	external	ADJ
fis-3489	364	11	steel	steel	NOUN
fis-3489	364	12	plate	plate	NOUN
fis-3489	364	13	sa	sa	PROPN
fis-3489	364	14	area	area	NOUN
fis-3489	364	15	of	of	ADP
fis-3489	364	16	internal	internal	ADJ
fis-3489	364	17	steel	steel	NOUN
fis-3489	364	18	bars	bar	NOUN
fis-3489	365	1			PRON
fis-3489	365	2	g	g	PROPN
fis-3489	365	3	c	c	NOUN
fis-3489	365	4	sa	sa	VERB
fis-3489	365	5	a	a	DET
fis-3489	365	6	a	a	DET
fis-3489	365	7	gross	gross	ADJ
fis-3489	365	8	area	area	NOUN
fis-3489	365	9	of	of	ADP
fis-3489	365	10	tension	tension	NOUN
fis-3489	365	11	chord	chord	NOUN
fis-3489	365	12	sa	sa	NOUN
fis-3489	365	13	area	area	NOUN
fis-3489	365	14	of	of	ADP
fis-3489	365	15	compressive	compressive	ADJ
fis-3489	365	16	bars	bar	NOUN
fis-3489	365	17	s	s	PART
fis-3489	365	18	crack	crack	NOUN
fis-3489	365	19	spacing	space	VERB
fis-3489	365	20	mins	min	NOUN
fis-3489	365	21	minimum	minimum	ADJ
fis-3489	365	22	crack	crack	NOUN
fis-3489	365	23	spacing	space	VERB
fis-3489	365	24	maxs	max	NOUN
fis-3489	365	25	maximum	maximum	ADJ
fis-3489	365	26	crack	crack	NOUN
fis-3489	365	27	spacing	space	VERB
fis-3489	365	28	u	u	NOUN
fis-3489	365	29	total	total	ADJ
fis-3489	365	30	adhesion	adhesion	NOUN
fis-3489	365	31	circumference	circumference	NOUN
fis-3489	365	32	between	between	ADP
fis-3489	365	33	steel	steel	NOUN
fis-3489	365	34	and	and	CCONJ
fis-3489	365	35	concrete	concrete	NOUN
fis-3489	365	36	c	c	NOUN
fis-3489	365	37	distance	distance	NOUN
fis-3489	365	38	from	from	ADP
fis-3489	365	39	the	the	DET
fis-3489	365	40	extreme	extreme	ADJ
fis-3489	365	41	compression	compression	NOUN
fis-3489	365	42	fiber	fiber	NOUN
fis-3489	365	43	to	to	ADP
fis-3489	365	44	the	the	DET
fis-3489	365	45	neutral	neutral	ADJ
fis-3489	365	46	axis	axis	NOUN
fis-3489	365	47	(	(	PUNCT
fis-3489	365	48	mm	mm	NOUN
fis-3489	365	49	)	)	PUNCT
fis-3489	366	1	1	1	NUM
fis-3489	366	2	a	a	PROPN
fis-3489	366	3	c	c	PROPN
fis-3489	366	4	equivalent	equivalent	ADJ
fis-3489	366	5	distance	distance	NOUN
fis-3489	366	6	from	from	ADP
fis-3489	366	7	the	the	DET
fis-3489	366	8	extreme	extreme	ADJ
fis-3489	366	9	compression	compression	NOUN
fis-3489	366	10	fiber	fiber	NOUN
fis-3489	366	11	to	to	ADP
fis-3489	366	12	the	the	DET
fis-3489	366	13	beam	beam	NOUN
fis-3489	366	14	neutral	neutral	ADJ
fis-3489	366	15	axis	axis	NOUN
fis-3489	366	16	(	(	PUNCT
fis-3489	366	17	mm	mm	NOUN
fis-3489	366	18	)	)	PUNCT
fis-3489	366	19	bd	bd	PROPN
fis-3489	366	20	diameter	diameter	NOUN
fis-3489	366	21	of	of	ADP
fis-3489	366	22	tensile	tensile	NOUN
fis-3489	366	23	bars	bar	NOUN
fis-3489	366	24	pd	pd	PROPN
fis-3489	366	25	distance	distance	NOUN
fis-3489	366	26	from	from	ADP
fis-3489	366	27	the	the	DET
fis-3489	366	28	extreme	extreme	ADJ
fis-3489	366	29	compression	compression	NOUN
fis-3489	366	30	fiber	fiber	NOUN
fis-3489	366	31	to	to	ADP
fis-3489	366	32	the	the	DET
fis-3489	366	33	neutral	neutral	ADJ
fis-3489	366	34	axis	axis	NOUN
fis-3489	366	35	of	of	ADP
fis-3489	366	36	steel	steel	NOUN
fis-3489	366	37	plate	plate	NOUN
fis-3489	366	38	ctf	ctf	NOUN
fis-3489	366	39	tensile	tensile	NOUN
fis-3489	366	40	strength	strength	NOUN
fis-3489	366	41	limit	limit	NOUN
fis-3489	366	42	of	of	ADP
fis-3489	366	43	concrete	concrete	ADJ
fis-3489	366	44	cf	cf	NOUN
fis-3489	366	45	compressive	compressive	ADJ
fis-3489	366	46	strength	strength	NOUN
fis-3489	366	47	of	of	ADP
fis-3489	366	48	concrete	concrete	NOUN
fis-3489	366	49	(	(	PUNCT
fis-3489	366	50	mpa	mpa	PROPN
fis-3489	366	51	,	,	PUNCT
fis-3489	366	52	specimen	speciman	NOUN
fis-3489	366	53	type	type	VERB
fis-3489	366	54	d=150	d=150	PROPN
fis-3489	366	55	mm	mm	PROPN
fis-3489	366	56	,	,	PUNCT
fis-3489	366	57	h=300	h=300	NUM
fis-3489	366	58	mm	mm	NOUN
fis-3489	366	59	)	)	PUNCT
fis-3489	366	60	fp	fp	NOUN
fis-3489	366	61	tensile	tensile	NOUN
fis-3489	366	62	stress	stress	NOUN
fis-3489	366	63	in	in	ADP
fis-3489	366	64	external	external	ADJ
fis-3489	366	65	steel	steel	NOUN
fis-3489	366	66	plate	plate	NOUN
fis-3489	366	67	ns	ns	ADJ
fis-3489	366	68	number	number	NOUN
fis-3489	366	69	of	of	ADP
fis-3489	366	70	tensile	tensile	NOUN
fis-3489	366	71	steel	steel	NOUN
fis-3489	366	72	bars	bar	NOUN
fis-3489	366	73	r	r	PROPN
fis-3489	366	74	coefficient	coefficient	NOUN
fis-3489	366	75	to	to	PART
fis-3489	366	76	determine	determine	VERB
fis-3489	366	77	ductility	ductility	NOUN
fis-3489	366	78	of	of	ADP
fis-3489	366	79	strengthenned	strengthenne	VERB
fis-3489	366	80	beam	beam	NOUN
fis-3489	366	81			PROPN
fis-3489	366	82	ratio	ratio	NOUN
fis-3489	366	83	of	of	ADP
fis-3489	366	84	the	the	DET
fis-3489	366	85	depth	depth	NOUN
fis-3489	366	86	of	of	ADP
fis-3489	366	87	the	the	DET
fis-3489	366	88	equivalent	equivalent	ADJ
fis-3489	366	89	uniformly	uniformly	ADV
fis-3489	366	90	stressed	stressed	ADJ
fis-3489	366	91	compression	compression	NOUN
fis-3489	366	92	zone	zone	NOUN
fis-3489	366	93	assumed	assume	VERB
fis-3489	366	94	in	in	ADP
fis-3489	366	95	the	the	DET
fis-3489	366	96	strength	strength	NOUN
fis-3489	366	97	limit	limit	NOUN
fis-3489	366	98	state	state	NOUN
fis-3489	366	99	to	to	ADP
fis-3489	366	100	the	the	DET
fis-3489	366	101	depth	depth	NOUN
fis-3489	366	102	of	of	ADP
fis-3489	366	103	the	the	DET
fis-3489	366	104	actual	actual	ADJ
fis-3489	366	105	compression	compression	NOUN
fis-3489	366	106	zone	zone	NOUN
fis-3489	366	107	s		NOUN
fis-3489	366	108	s	s	PART
fis-3489	366	109	ga	ga	PROPN
fis-3489	366	110	a	a	DET
fis-3489	366	111	ratio	ratio	NOUN
fis-3489	366	112	of	of	ADP
fis-3489	366	113	tensile	tensile	NOUN
fis-3489	366	114	steel	steel	NOUN
fis-3489	366	115	bar	bar	NOUN
fis-3489	366	116	area	area	NOUN
fis-3489	366	117	to	to	ADP
fis-3489	366	118	total	total	ADJ
fis-3489	366	119	tensile	tensile	NOUN
fis-3489	366	120	area	area	NOUN
fis-3489	366	121	zone	zone	NOUN
fis-3489	366	122			PROPN
fis-3489	366	123	p	p	PROPN
fis-3489	366	124	p	p	PROPN
fis-3489	366	125	ga	ga	PROPN
fis-3489	366	126	a	a	DET
fis-3489	366	127	ratio	ratio	NOUN
fis-3489	366	128	of	of	ADP
fis-3489	366	129	external	external	ADJ
fis-3489	366	130	steel	steel	NOUN
fis-3489	366	131	plate	plate	NOUN
fis-3489	366	132	area	area	NOUN
fis-3489	366	133	to	to	ADP
fis-3489	366	134	total	total	ADJ
fis-3489	366	135	tensile	tensile	NOUN
fis-3489	366	136	area	area	NOUN
fis-3489	366	137	zone	zone	NOUN
fis-3489	366	138			PROPN
fis-3489	366	139	b	b	PROPN
fis-3489	366	140	slip	slip	NOUN
fis-3489	366	141	stress	stress	NOUN
fis-3489	366	142	in	in	ADP
fis-3489	366	143	concrete	concrete	NOUN
fis-3489	366	144	along	along	ADP
fis-3489	366	145	tensile	tensile	PROPN
fis-3489	366	146	steel	steel	PROPN
fis-3489	366	147	rc	rc	PROPN
fis-3489	366	148	reinfored	reinfore	VERB
fis-3489	366	149	concrete	concrete	ADJ
fis-3489	366	150	v.-h	v.-h	NOUN
fis-3489	366	151	.	.	PUNCT
fis-3489	367	1	nguyen	nguyen	PROPN
fis-3489	367	2	et	et	PROPN
fis-3489	367	3	alii	alii	PROPN
fis-3489	367	4	,	,	PUNCT
fis-3489	367	5	frattura	frattura	PROPN
fis-3489	367	6	ed	ed	PROPN
fis-3489	367	7	integrità	integrità	PROPN
fis-3489	367	8	strutturale	strutturale	PROPN
fis-3489	367	9	,	,	PUNCT
fis-3489	367	10	61	61	NUM
fis-3489	367	11	(	(	PUNCT
fis-3489	367	12	2022	2022	NUM
fis-3489	367	13	)	)	PUNCT
fis-3489	367	14	198	198	NUM
fis-3489	367	15	-	-	SYM
fis-3489	367	16	213	213	NUM
fis-3489	367	17	;	;	PUNCT
fis-3489	367	18	doi	doi	NOUN
fis-3489	367	19	:	:	PUNCT
fis-3489	367	20	10.3221	10.3221	NUM
fis-3489	367	21	/	/	SYM
fis-3489	367	22	igf	igf	PROPN
fis-3489	367	23	-	-	PROPN
fis-3489	367	24	esis.61.13	esis.61.13	ADJ
fis-3489	367	25	212	212	NUM
fis-3489	367	26	reference	reference	NOUN
fis-3489	367	27	[	[	X
fis-3489	367	28	1	1	NUM
fis-3489	367	29	]	]	X
fis-3489	367	30	zou	zou	PROPN
fis-3489	367	31	,	,	PUNCT
fis-3489	367	32	x.	x.	PROPN
fis-3489	367	33	,	,	PUNCT
fis-3489	367	34	lin	lin	PROPN
fis-3489	367	35	,	,	PUNCT
fis-3489	367	36	h.	h.	PROPN
fis-3489	367	37	,	,	PUNCT
fis-3489	367	38	feng	feng	PROPN
fis-3489	367	39	,	,	PUNCT
fis-3489	367	40	p.	p.	PROPN
fis-3489	367	41	,	,	PUNCT
fis-3489	367	42	bao	bao	PROPN
fis-3489	367	43	,	,	PUNCT
fis-3489	367	44	y.	y.	PROPN
fis-3489	367	45	,	,	PUNCT
fis-3489	367	46	and	and	CCONJ
fis-3489	367	47	wang	wang	PROPN
fis-3489	367	48	,	,	PUNCT
fis-3489	367	49	j.	j.	PROPN
fis-3489	367	50	(	(	PUNCT
fis-3489	367	51	2021	2021	NUM
fis-3489	367	52	)	)	PUNCT
fis-3489	367	53	.	.	PUNCT
fis-3489	368	1	a	a	DET
fis-3489	368	2	review	review	NOUN
fis-3489	368	3	on	on	ADP
fis-3489	368	4	frp	frp	ADJ
fis-3489	368	5	-	-	PUNCT
fis-3489	368	6	concrete	concrete	ADJ
fis-3489	368	7	hybrid	hybrid	ADJ
fis-3489	368	8	sections	section	NOUN
fis-3489	368	9	for	for	ADP
fis-3489	368	10	bridge	bridge	NOUN
fis-3489	368	11	applications	application	NOUN
fis-3489	368	12	.	.	PUNCT
fis-3489	369	1	composite	composite	ADJ
fis-3489	369	2	structures	structure	NOUN
fis-3489	369	3	,	,	PUNCT
fis-3489	369	4	262	262	NUM
fis-3489	369	5	,	,	PUNCT
fis-3489	369	6	pp	pp	ADJ
fis-3489	369	7	.	.	PUNCT
fis-3489	370	1	113336	113336	NUM
fis-3489	370	2	.	.	PUNCT
fis-3489	371	1	doi	doi	NOUN
fis-3489	371	2	:	:	PUNCT
fis-3489	371	3	10.1016	10.1016	NUM
fis-3489	371	4	/	/	SYM
fis-3489	371	5	j.compstruct.2020.113336	j.compstruct.2020.113336	NOUN
fis-3489	372	1	[	[	X
fis-3489	372	2	2	2	NUM
fis-3489	372	3	]	]	SYM
fis-3489	372	4	rakgate	rakgate	NOUN
fis-3489	372	5	,	,	PUNCT
fis-3489	372	6	s.	s.	PROPN
fis-3489	372	7	m.	m.	PROPN
fis-3489	372	8	and	and	CCONJ
fis-3489	372	9	dundu	dundu	NOUN
fis-3489	372	10	,	,	PUNCT
fis-3489	372	11	m.	m.	NOUN
fis-3489	372	12	(	(	PUNCT
fis-3489	372	13	2018	2018	NUM
fis-3489	372	14	)	)	PUNCT
fis-3489	372	15	.	.	PUNCT
fis-3489	373	1	strength	strength	NOUN
fis-3489	373	2	and	and	CCONJ
fis-3489	373	3	ductility	ductility	NOUN
fis-3489	373	4	of	of	ADP
fis-3489	373	5	simple	simple	ADJ
fis-3489	373	6	supported	support	VERB
fis-3489	373	7	r	r	NOUN
fis-3489	373	8	/	/	SYM
fis-3489	373	9	c	c	NOUN
fis-3489	373	10	beams	beam	NOUN
fis-3489	373	11	retrofitted	retrofit	VERB
fis-3489	373	12	with	with	ADP
fis-3489	373	13	steel	steel	NOUN
fis-3489	373	14	plates	plate	NOUN
fis-3489	373	15	of	of	ADP
fis-3489	373	16	different	different	ADJ
fis-3489	373	17	width	width	NOUN
fis-3489	373	18	-	-	PUNCT
fis-3489	373	19	to	to	ADP
fis-3489	373	20	-	-	PUNCT
fis-3489	373	21	thickness	thickness	NOUN
fis-3489	373	22	ratios	ratio	NOUN
fis-3489	373	23	.	.	PUNCT
fis-3489	374	1	engineering	engineering	NOUN
fis-3489	374	2	structures	structure	NOUN
fis-3489	374	3	,	,	PUNCT
fis-3489	374	4	157	157	NUM
fis-3489	374	5	,	,	PUNCT
fis-3489	374	6	pp	pp	ADJ
fis-3489	374	7	.	.	PUNCT
fis-3489	375	1	192–202	192–202	NUM
fis-3489	375	2	.	.	PUNCT
fis-3489	376	1	doi	doi	NOUN
fis-3489	376	2	:	:	PUNCT
fis-3489	377	1	10.1016	10.1016	NUM
fis-3489	377	2	/	/	SYM
fis-3489	377	3	j.engstruct.2017.12.012	j.engstruct.2017.12.012	PROPN
fis-3489	377	4	[	[	X
fis-3489	377	5	3	3	NUM
fis-3489	377	6	]	]	X
fis-3489	377	7	aykac	aykac	NOUN
fis-3489	377	8	,	,	PUNCT
fis-3489	377	9	s.	s.	PROPN
fis-3489	377	10	,	,	PUNCT
fis-3489	377	11	kalkan	kalkan	PROPN
fis-3489	377	12	,	,	PUNCT
fis-3489	377	13	i.	i.	PROPN
fis-3489	377	14	,	,	PUNCT
fis-3489	377	15	aykac	aykac	NOUN
fis-3489	377	16	,	,	PUNCT
fis-3489	377	17	b.	b.	PROPN
fis-3489	377	18	,	,	PUNCT
fis-3489	377	19	karahan	karahan	PROPN
fis-3489	377	20	,	,	PUNCT
fis-3489	377	21	s.	s.	PROPN
fis-3489	377	22	,	,	PUNCT
fis-3489	377	23	and	and	CCONJ
fis-3489	377	24	kayar	kayar	PROPN
fis-3489	377	25	,	,	PUNCT
fis-3489	377	26	s.	s.	PROPN
fis-3489	377	27	(	(	PUNCT
fis-3489	377	28	2013	2013	NUM
fis-3489	377	29	)	)	PUNCT
fis-3489	377	30	.	.	PUNCT
fis-3489	378	1	strengthening	strengthening	NOUN
fis-3489	378	2	and	and	CCONJ
fis-3489	378	3	repair	repair	NOUN
fis-3489	378	4	of	of	ADP
fis-3489	378	5	reinforced	reinforce	VERB
fis-3489	378	6	concrete	concrete	ADJ
fis-3489	378	7	beams	beam	NOUN
fis-3489	378	8	using	use	VERB
fis-3489	378	9	external	external	ADJ
fis-3489	378	10	steel	steel	NOUN
fis-3489	378	11	plates	plate	NOUN
fis-3489	378	12	.	.	PUNCT
fis-3489	379	1	journal	journal	PROPN
fis-3489	379	2	of	of	ADP
fis-3489	379	3	structural	structural	ADJ
fis-3489	379	4	engineering	engineering	NOUN
fis-3489	379	5	,	,	PUNCT
fis-3489	379	6	139	139	NUM
fis-3489	379	7	(	(	PUNCT
fis-3489	379	8	6	6	NUM
fis-3489	379	9	)	)	PUNCT
fis-3489	379	10	,	,	PUNCT
fis-3489	379	11	pp	pp	ADP
fis-3489	379	12	.	.	PUNCT
fis-3489	380	1	929–939	929–939	NUM
fis-3489	380	2	.	.	PUNCT
fis-3489	381	1	doi	doi	NOUN
fis-3489	381	2	:	:	PUNCT
fis-3489	381	3	10.1061/(asce)st.1943	10.1061/(asce)st.1943	NUM
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fis-3489	381	5	541x.0000714	541x.0000714	NOUN
fis-3489	381	6	[	[	X
fis-3489	381	7	4	4	NUM
fis-3489	381	8	]	]	PUNCT
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fis-3489	381	10	,	,	PUNCT
fis-3489	381	11	p.	p.	NOUN
fis-3489	381	12	,	,	PUNCT
fis-3489	381	13	alfaiate	alfaiate	NOUN
fis-3489	381	14	,	,	PUNCT
fis-3489	381	15	j.	j.	PROPN
fis-3489	381	16	,	,	PUNCT
fis-3489	381	17	and	and	CCONJ
fis-3489	381	18	vinagre	vinagre	PROPN
fis-3489	381	19	,	,	PUNCT
fis-3489	381	20	j.	j.	PROPN
fis-3489	381	21	(	(	PUNCT
fis-3489	381	22	2014	2014	NUM
fis-3489	381	23	)	)	PUNCT
fis-3489	381	24	.	.	PUNCT
fis-3489	382	1	a	a	DET
fis-3489	382	2	three	three	NUM
fis-3489	382	3	-	-	PUNCT
fis-3489	382	4	dimensional	dimensional	ADJ
fis-3489	382	5	analysis	analysis	NOUN
fis-3489	382	6	of	of	ADP
fis-3489	382	7	cfrp	cfrp	ADJ
fis-3489	382	8	–	–	PUNCT
fis-3489	382	9	concrete	concrete	ADJ
fis-3489	382	10	bond	bond	NOUN
fis-3489	382	11	behaviour	behaviour	NOUN
fis-3489	382	12	.	.	PUNCT
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fis-3489	383	2	part	part	NOUN
fis-3489	383	3	b	b	NOUN
fis-3489	383	4	:	:	PUNCT
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fis-3489	383	6	,	,	PUNCT
fis-3489	383	7	59	59	NUM
fis-3489	383	8	,	,	PUNCT
fis-3489	383	9	pp	pp	ADJ
fis-3489	383	10	.	.	PUNCT
fis-3489	384	1	153–165	153–165	NUM
fis-3489	384	2	.	.	PUNCT
fis-3489	384	3	doi	doi	NOUN
fis-3489	384	4	:	:	PUNCT
fis-3489	384	5	10.1016	10.1016	NUM
fis-3489	384	6	/	/	SYM
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fis-3489	384	8	[	[	X
fis-3489	384	9	5	5	NUM
fis-3489	384	10	]	]	X
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fis-3489	384	12	,	,	PUNCT
fis-3489	384	13	akhtar	akhtar	PROPN
fis-3489	384	14	;	;	PUNCT
fis-3489	384	15	alam	alam	PROPN
fis-3489	384	16	,	,	PUNCT
fis-3489	384	17	bashir	bashir	PROPN
fis-3489	384	18	;	;	PUNCT
fis-3489	384	19	ahmed	ahmed	PROPN
fis-3489	384	20	,	,	PUNCT
fis-3489	384	21	wisal	wisal	PROPN
fis-3489	384	22	;	;	PUNCT
fis-3489	384	23	wahab	wahab	PROPN
fis-3489	384	24	,	,	PUNCT
fis-3489	384	25	nauman	nauman	PROPN
fis-3489	384	26	;	;	PUNCT
fis-3489	384	27	shahzada	shahzada	PROPN
fis-3489	384	28	,	,	PUNCT
fis-3489	384	29	khan	khan	PROPN
fis-3489	384	30	;	;	PUNCT
fis-3489	384	31	irfan	irfan	PROPN
fis-3489	384	32	badrashi	badrashi	PROPN
fis-3489	384	33	,	,	PUNCT
fis-3489	384	34	yasir	yasir	PROPN
fis-3489	384	35	;	;	PUNCT
fis-3489	384	36	wali	wali	PROPN
fis-3489	384	37	khan	khan	PROPN
fis-3489	384	38	,	,	PUNCT
fis-3489	384	39	sajjad	sajjad	PROPN
fis-3489	384	40	;	;	PUNCT
fis-3489	384	41	khan	khan	PROPN
fis-3489	384	42	,	,	PUNCT
fis-3489	384	43	muhammad	muhammad	PROPN
fis-3489	384	44	nasir	nasir	PROPN
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fis-3489	384	46	(	(	PUNCT
fis-3489	384	47	2020	2020	NUM
fis-3489	384	48	)	)	PUNCT
fis-3489	384	49	.	.	PUNCT
fis-3489	385	1	strengthening	strengthening	NOUN
fis-3489	385	2	and	and	CCONJ
fis-3489	385	3	characterization	characterization	NOUN
fis-3489	385	4	of	of	ADP
fis-3489	385	5	existing	exist	VERB
fis-3489	385	6	reinforced	reinforce	VERB
fis-3489	385	7	concrete	concrete	ADJ
fis-3489	385	8	beams	beam	NOUN
fis-3489	385	9	for	for	ADP
fis-3489	385	10	flexure	flexure	NOUN
fis-3489	385	11	by	by	ADP
fis-3489	385	12	effective	effective	ADJ
fis-3489	385	13	utilization	utilization	NOUN
fis-3489	385	14	of	of	ADP
fis-3489	385	15	external	external	ADJ
fis-3489	385	16	steel	steel	NOUN
fis-3489	385	17	elements	element	NOUN
fis-3489	385	18	.	.	PUNCT
fis-3489	386	1	advances	advance	NOUN
fis-3489	386	2	in	in	ADP
fis-3489	386	3	structural	structural	ADJ
fis-3489	386	4	engineering	engineering	NOUN
fis-3489	386	5	,	,	PUNCT
fis-3489	386	6	1	1	NUM
fis-3489	386	7	-	-	SYM
fis-3489	386	8	9	9	NUM
fis-3489	386	9	.	.	PUNCT
fis-3489	386	10	doi	doi	NOUN
fis-3489	386	11	:	:	PUNCT
fis-3489	386	12	10.1177/1369433220950614	10.1177/1369433220950614	NUM
fis-3489	386	13	[	[	X
fis-3489	386	14	6	6	NUM
fis-3489	386	15	]	]	PUNCT
fis-3489	386	16	mohamed	mohamed	PROPN
fis-3489	386	17	ali	ali	PROPN
fis-3489	386	18	,	,	PUNCT
fis-3489	386	19	m.	m.	PROPN
fis-3489	386	20	s.	s.	PROPN
fis-3489	386	21	,	,	PUNCT
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fis-3489	386	23	,	,	PUNCT
fis-3489	386	24	d.	d.	PROPN
fis-3489	386	25	j.	j.	PROPN
fis-3489	386	26	and	and	CCONJ
fis-3489	386	27	bradford	bradford	PROPN
fis-3489	386	28	,	,	PUNCT
fis-3489	386	29	m.	m.	NOUN
fis-3489	386	30	a.	a.	PROPN
fis-3489	386	31	(	(	PUNCT
fis-3489	386	32	2005	2005	NUM
fis-3489	386	33	)	)	PUNCT
fis-3489	386	34	.	.	PUNCT
fis-3489	387	1	debonding	debonde	VERB
fis-3489	387	2	of	of	ADP
fis-3489	387	3	steel	steel	NOUN
fis-3489	387	4	plates	plate	NOUN
fis-3489	387	5	adhesively	adhesively	ADV
fis-3489	387	6	bonded	bond	VERB
fis-3489	387	7	to	to	ADP
fis-3489	387	8	the	the	DET
fis-3489	387	9	compression	compression	NOUN
fis-3489	387	10	faces	face	NOUN
fis-3489	387	11	of	of	ADP
fis-3489	387	12	rc	rc	PROPN
fis-3489	387	13	beams	beam	NOUN
fis-3489	387	14	.	.	PUNCT
fis-3489	388	1	construction	construction	NOUN
fis-3489	388	2	and	and	CCONJ
fis-3489	388	3	building	building	NOUN
fis-3489	388	4	materials	material	NOUN
fis-3489	388	5	,	,	PUNCT
fis-3489	388	6	19(6	19(6	NUM
fis-3489	388	7	)	)	PUNCT
fis-3489	388	8	,	,	PUNCT
fis-3489	388	9	413–422	413–422	NUM
fis-3489	388	10	.	.	PUNCT
fis-3489	389	1	doi	doi	NOUN
fis-3489	389	2	:	:	PUNCT
fis-3489	389	3	10.1016	10.1016	NUM
fis-3489	389	4	/	/	SYM
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fis-3489	390	1	[	[	X
fis-3489	390	2	7	7	NUM
fis-3489	390	3	]	]	SYM
fis-3489	390	4	wu	wu	PROPN
fis-3489	390	5	,	,	PUNCT
fis-3489	390	6	y.-f	y.-f	PROPN
fis-3489	390	7	.	.	PUNCT
fis-3489	391	1	and	and	CCONJ
fis-3489	391	2	lu	lu	PROPN
fis-3489	391	3	,	,	PUNCT
fis-3489	391	4	j.	j.	PROPN
fis-3489	391	5	(	(	PUNCT
fis-3489	391	6	2013	2013	NUM
fis-3489	391	7	)	)	PUNCT
fis-3489	391	8	.	.	PUNCT
fis-3489	392	1	preventing	prevent	VERB
fis-3489	392	2	debonding	debonding	NOUN
fis-3489	392	3	at	at	ADP
fis-3489	392	4	the	the	DET
fis-3489	392	5	steel	steel	NOUN
fis-3489	392	6	to	to	ADP
fis-3489	392	7	concrete	concrete	ADJ
fis-3489	392	8	interface	interface	NOUN
fis-3489	392	9	through	through	ADP
fis-3489	392	10	strain	strain	NOUN
fis-3489	392	11	localization	localization	NOUN
fis-3489	392	12	.	.	PUNCT
fis-3489	393	1	composites	composite	VERB
fis-3489	393	2	part	part	NOUN
fis-3489	393	3	b	b	NOUN
fis-3489	393	4	:	:	PUNCT
fis-3489	393	5	engineering	engineering	NOUN
fis-3489	393	6	,	,	PUNCT
fis-3489	393	7	45(1	45(1	NOUN
fis-3489	393	8	)	)	PUNCT
fis-3489	393	9	,	,	PUNCT
fis-3489	393	10	1061–1070	1061–1070	NUM
fis-3489	393	11	.	.	PUNCT
fis-3489	394	1	doi:10.1016	doi:10.1016	PROPN
fis-3489	394	2	/	/	SYM
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fis-3489	395	1	[	[	X
fis-3489	395	2	8	8	NUM
fis-3489	395	3	]	]	PUNCT
fis-3489	395	4	sallam	sallam	NOUN
fis-3489	395	5	,	,	PUNCT
fis-3489	395	6	h.	h.	PROPN
fis-3489	395	7	e.-d	e.-d	PROPN
fis-3489	395	8	.	.	PUNCT
fis-3489	396	1	m.	m.	NOUN
fis-3489	396	2	,	,	PUNCT
fis-3489	396	3	saba	saba	PROPN
fis-3489	396	4	,	,	PUNCT
fis-3489	396	5	a.-a	a.-a	PROPN
fis-3489	396	6	.	.	PUNCT
fis-3489	397	1	m.	m.	NOUN
fis-3489	397	2	,	,	PUNCT
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fis-3489	397	4	,	,	PUNCT
fis-3489	397	5	h.	h.	PROPN
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fis-3489	397	9	-	-	PUNCT
fis-3489	397	10	raouf	raouf	PROPN
fis-3489	397	11	,	,	PUNCT
fis-3489	397	12	h.	h.	PROPN
fis-3489	397	13	(	(	PUNCT
fis-3489	397	14	2004	2004	NUM
fis-3489	397	15	)	)	PUNCT
fis-3489	397	16	.	.	PUNCT
fis-3489	398	1	prevention	prevention	NOUN
fis-3489	398	2	of	of	ADP
fis-3489	398	3	peeling	peel	VERB
fis-3489	398	4	failure	failure	NOUN
fis-3489	398	5	in	in	ADP
fis-3489	398	6	plated	plate	VERB
fis-3489	398	7	beams	beam	NOUN
fis-3489	398	8	.	.	PUNCT
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fis-3489	399	4	concrete	concrete	ADJ
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fis-3489	399	6	,	,	PUNCT
fis-3489	399	7	2(3	2(3	NUM
fis-3489	399	8	)	)	PUNCT
fis-3489	399	9	,	,	PUNCT
fis-3489	399	10	419–429	419–429	NUM
fis-3489	399	11	.	.	PUNCT
fis-3489	400	1	doi:10.3151	doi:10.3151	PROPN
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fis-3489	401	1	[	[	X
fis-3489	401	2	9	9	NUM
fis-3489	401	3	]	]	X
fis-3489	401	4	leung	leung	PROPN
fis-3489	401	5	,	,	PUNCT
fis-3489	401	6	christopher	christopher	PROPN
fis-3489	401	7	k.	k.	PROPN
fis-3489	402	1	y	y	PROPN
fis-3489	402	2	..	..	PUNCT
fis-3489	402	3	(	(	PUNCT
fis-3489	402	4	2001	2001	NUM
fis-3489	402	5	)	)	PUNCT
fis-3489	402	6	.	.	PUNCT
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fis-3489	403	2	failure	failure	NOUN
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fis-3489	403	5	beams	beam	NOUN
fis-3489	403	6	retrofitted	retrofit	VERB
fis-3489	403	7	with	with	ADP
fis-3489	403	8	a	a	DET
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fis-3489	403	11	.	.	PUNCT
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fis-3489	404	3	materials	material	NOUN
fis-3489	404	4	in	in	ADP
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fis-3489	404	6	engineering	engineering	NOUN
fis-3489	404	7	,	,	PUNCT
fis-3489	404	8	12(2	12(2	NUM
fis-3489	404	9	)	)	PUNCT
fis-3489	404	10	,	,	PUNCT
fis-3489	404	11	106	106	NUM
fis-3489	404	12	-	-	SYM
fis-3489	404	13	113	113	NUM
fis-3489	404	14	.	.	PUNCT
fis-3489	405	1	doi	doi	NOUN
fis-3489	405	2	:	:	PUNCT
fis-3489	405	3	10.1061/(asce)0899	10.1061/(asce)0899	NUM
fis-3489	405	4	-	-	SYM
fis-3489	405	5	1561(2001)13:2(106	1561(2001)13:2(106	NUM
fis-3489	405	6	)	)	PUNCT
fis-3489	406	1	[	[	X
fis-3489	406	2	10	10	NUM
fis-3489	406	3	]	]	X
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fis-3489	406	5	,	,	PUNCT
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fis-3489	406	7	,	,	PUNCT
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fis-3489	406	9	,	,	PUNCT
fis-3489	406	10	b.	b.	PROPN
fis-3489	406	11	,	,	PUNCT
fis-3489	406	12	piccinini	piccinini	PROPN
fis-3489	406	13	,	,	PUNCT
fis-3489	406	14	â	â	PROPN
fis-3489	406	15	.	.	PROPN
fis-3489	406	16	,	,	PUNCT
fis-3489	406	17	godinho	godinho	PROPN
fis-3489	406	18	,	,	PUNCT
fis-3489	406	19	d.	d.	PROPN
fis-3489	406	20	and	and	CCONJ
fis-3489	406	21	antunes	antunes	PROPN
fis-3489	406	22	,	,	PUNCT
fis-3489	406	23	e.	e.	PROPN
fis-3489	406	24	(	(	PUNCT
fis-3489	406	25	2018	2018	NUM
fis-3489	406	26	)	)	PUNCT
fis-3489	406	27	.	.	PUNCT
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fis-3489	407	2	analysis	analysis	NOUN
fis-3489	407	3	of	of	ADP
fis-3489	407	4	the	the	DET
fis-3489	407	5	strengthening	strengthening	NOUN
fis-3489	407	6	of	of	ADP
fis-3489	407	7	reinforced	reinforce	VERB
fis-3489	407	8	concrete	concrete	ADJ
fis-3489	407	9	beams	beam	NOUN
fis-3489	407	10	in	in	ADP
fis-3489	407	11	shear	shear	NOUN
fis-3489	407	12	using	use	VERB
fis-3489	407	13	steel	steel	NOUN
fis-3489	407	14	plates	plate	NOUN
fis-3489	407	15	.	.	PUNCT
fis-3489	408	1	infrastructures	infrastructure	NOUN
fis-3489	408	2	,	,	PUNCT
fis-3489	408	3	3(4	3(4	NUM
fis-3489	408	4	)	)	PUNCT
fis-3489	408	5	,	,	PUNCT
fis-3489	408	6	52	52	NUM
fis-3489	408	7	.	.	PUNCT
fis-3489	409	1	doi	doi	NOUN
fis-3489	409	2	:	:	PUNCT
fis-3489	409	3	10.3390	10.3390	NUM
fis-3489	409	4	/	/	SYM
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fis-3489	409	6	.	.	PUNCT
fis-3489	410	1	[	[	X
fis-3489	410	2	11	11	NUM
fis-3489	410	3	]	]	SYM
fis-3489	410	4	napoli	napoli	PROPN
fis-3489	410	5	,	,	PUNCT
fis-3489	410	6	a.	a.	NOUN
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fis-3489	410	9	,	,	PUNCT
fis-3489	410	10	r.	r.	PROPN
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fis-3489	410	13	)	)	PUNCT
fis-3489	410	14	.	.	PUNCT
fis-3489	411	1	reinforced	reinforce	VERB
fis-3489	411	2	concrete	concrete	ADJ
fis-3489	411	3	beams	beam	NOUN
fis-3489	411	4	strengthened	strengthen	VERB
fis-3489	411	5	with	with	ADP
fis-3489	411	6	srp	srp	PROPN
fis-3489	411	7	/	/	SYM
fis-3489	411	8	srg	srg	PROPN
fis-3489	411	9	systems	system	NOUN
fis-3489	411	10	:	:	PUNCT
fis-3489	411	11	experimental	experimental	ADJ
fis-3489	411	12	investigation	investigation	NOUN
fis-3489	411	13	.	.	PUNCT
fis-3489	412	1	construction	construction	NOUN
fis-3489	412	2	and	and	CCONJ
fis-3489	412	3	building	building	NOUN
fis-3489	412	4	materials	material	NOUN
fis-3489	412	5	,	,	PUNCT
fis-3489	412	6	93	93	NUM
fis-3489	412	7	,	,	PUNCT
fis-3489	412	8	654–677	654–677	NUM
fis-3489	412	9	.	.	PUNCT
fis-3489	413	1	doi	doi	NOUN
fis-3489	413	2	:	:	PUNCT
fis-3489	413	3	10.1016	10.1016	NUM
fis-3489	413	4	/	/	SYM
fis-3489	413	5	j.conbuildmat.2015.06	j.conbuildmat.2015.06	PROPN
fis-3489	413	6	.	.	PUNCT
fis-3489	414	1	[	[	X
fis-3489	414	2	12	12	NUM
fis-3489	414	3	]	]	X
fis-3489	414	4	mertoğlu	mertoğlu	NOUN
fis-3489	414	5	,	,	PUNCT
fis-3489	414	6	ç	ç	X
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fis-3489	414	8	,	,	PUNCT
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fis-3489	414	10	,	,	PUNCT
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fis-3489	414	16	(	(	PUNCT
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fis-3489	414	18	)	)	PUNCT
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fis-3489	415	11	.	.	PUNCT
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fis-3489	416	2	and	and	CCONJ
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fis-3489	416	4	materials	material	NOUN
fis-3489	416	5	,	,	PUNCT
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fis-3489	416	7	,	,	PUNCT
fis-3489	416	8	553–564	553–564	NUM
fis-3489	416	9	.	.	PUNCT
fis-3489	417	1	doi	doi	NOUN
fis-3489	417	2	:	:	PUNCT
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fis-3489	417	4	/	/	SYM
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fis-3489	418	3	]	]	X
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fis-3489	418	5	,	,	PUNCT
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fis-3489	418	9	,	,	PUNCT
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fis-3489	418	13	,	,	PUNCT
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fis-3489	418	21	,	,	PUNCT
fis-3489	418	22	h.	h.	PROPN
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fis-3489	418	29	)	)	PUNCT
fis-3489	418	30	.	.	PUNCT
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fis-3489	419	2	and	and	CCONJ
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fis-3489	419	4	investigation	investigation	NOUN
fis-3489	419	5	of	of	ADP
fis-3489	419	6	debonding	debonding	NOUN
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fis-3489	419	9	the	the	DET
fis-3489	419	10	frp	frp	PROPN
fis-3489	419	11	plate	plate	NOUN
fis-3489	419	12	-	-	PUNCT
fis-3489	419	13	concrete	concrete	ADJ
fis-3489	419	14	interface	interface	NOUN
fis-3489	419	15	.	.	PUNCT
fis-3489	420	1	construction	construction	NOUN
fis-3489	420	2	and	and	CCONJ
fis-3489	420	3	building	building	NOUN
fis-3489	420	4	materials	material	NOUN
fis-3489	420	5	,	,	PUNCT
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fis-3489	420	7	,	,	PUNCT
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fis-3489	420	9	.	.	PUNCT
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fis-3489	421	2	:	:	PUNCT
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fis-3489	421	4	/	/	SYM
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fis-3489	422	2	14	14	NUM
fis-3489	422	3	]	]	X
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fis-3489	422	5	,	,	PUNCT
fis-3489	422	6	y.	y.	PROPN
fis-3489	422	7	,	,	PUNCT
fis-3489	422	8	zhang	zhang	PROPN
fis-3489	422	9	,	,	PUNCT
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fis-3489	422	11	,	,	PUNCT
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fis-3489	422	13	,	,	PUNCT
fis-3489	422	14	x.	x.	PROPN
fis-3489	422	15	,	,	PUNCT
fis-3489	422	16	huang	huang	PROPN
fis-3489	422	17	,	,	PUNCT
fis-3489	422	18	z.	z.	PROPN
fis-3489	422	19	and	and	CCONJ
fis-3489	422	20	wang	wang	PROPN
fis-3489	422	21	,	,	PUNCT
fis-3489	422	22	l.	l.	PROPN
fis-3489	422	23	(	(	PUNCT
fis-3489	422	24	2019	2019	NUM
fis-3489	422	25	)	)	PUNCT
fis-3489	422	26	.	.	PUNCT
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fis-3489	423	2	detection	detection	NOUN
fis-3489	423	3	of	of	ADP
fis-3489	423	4	reinforced	reinforce	VERB
fis-3489	423	5	concrete	concrete	NOUN
fis-3489	423	6	(	(	PUNCT
fis-3489	423	7	rc	rc	NOUN
fis-3489	423	8	)	)	PUNCT
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fis-3489	423	11	near	near	ADJ
fis-3489	423	12	-	-	PUNCT
fis-3489	423	13	surface	surface	NOUN
fis-3489	423	14	mounted	mount	VERB
fis-3489	423	15	(	(	PUNCT
fis-3489	423	16	nsm	nsm	NOUN
fis-3489	423	17	)	)	PUNCT
fis-3489	423	18	pre	pre	ADJ
fis-3489	423	19	-	-	ADJ
fis-3489	423	20	stressed	stressed	ADJ
fis-3489	423	21	carbon	carbon	NOUN
fis-3489	423	22	fiber	fiber	NOUN
fis-3489	423	23	reinforced	reinforce	VERB
fis-3489	423	24	polymer	polymer	NOUN
fis-3489	423	25	(	(	PUNCT
fis-3489	423	26	cfrp	cfrp	NOUN
fis-3489	423	27	)	)	PUNCT
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fis-3489	423	29	using	use	VERB
fis-3489	423	30	embedded	embed	VERB
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fis-3489	423	32	smart	smart	ADJ
fis-3489	423	33	aggregates	aggregate	NOUN
fis-3489	423	34	(	(	PUNCT
fis-3489	423	35	sas	sas	PROPN
fis-3489	423	36	)	)	PUNCT
fis-3489	423	37	.	.	PUNCT
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fis-3489	424	2	sciences	science	NOUN
fis-3489	424	3	,	,	PUNCT
fis-3489	424	4	10(1	10(1	NUM
fis-3489	424	5	)	)	PUNCT
fis-3489	424	6	,	,	PUNCT
fis-3489	424	7	50	50	NUM
fis-3489	424	8	.	.	PUNCT
fis-3489	425	1	doi	doi	NOUN
fis-3489	425	2	:	:	PUNCT
fis-3489	425	3	10.3390	10.3390	NUM
fis-3489	425	4	/	/	SYM
fis-3489	425	5	app10010050	app10010050	NOUN
fis-3489	426	1	[	[	X
fis-3489	426	2	15	15	NUM
fis-3489	426	3	]	]	X
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fis-3489	426	5	,	,	PUNCT
fis-3489	426	6	e.	e.	PROPN
fis-3489	426	7	,	,	PUNCT
fis-3489	426	8	rucka	rucka	PROPN
fis-3489	426	9	,	,	PUNCT
fis-3489	426	10	m.	m.	NOUN
fis-3489	426	11	and	and	CCONJ
fis-3489	426	12	knak	knak	PROPN
fis-3489	426	13	,	,	PUNCT
fis-3489	426	14	m.	m.	NOUN
fis-3489	426	15	(	(	PUNCT
fis-3489	426	16	2020	2020	NUM
fis-3489	426	17	)	)	PUNCT
fis-3489	426	18	.	.	PUNCT
fis-3489	427	1	detection	detection	NOUN
fis-3489	427	2	and	and	CCONJ
fis-3489	427	3	imaging	imaging	NOUN
fis-3489	427	4	of	of	ADP
fis-3489	427	5	debonding	debonde	VERB
fis-3489	427	6	in	in	ADP
fis-3489	427	7	adhesive	adhesive	ADJ
fis-3489	427	8	joints	joint	NOUN
fis-3489	427	9	of	of	ADP
fis-3489	427	10	concrete	concrete	ADJ
fis-3489	427	11	beams	beam	NOUN
fis-3489	427	12	strengthened	strengthen	VERB
fis-3489	427	13	with	with	ADP
fis-3489	427	14	steel	steel	NOUN
fis-3489	427	15	plates	plate	NOUN
fis-3489	427	16	using	use	VERB
fis-3489	427	17	guided	guide	VERB
fis-3489	427	18	waves	wave	NOUN
fis-3489	427	19	and	and	CCONJ
fis-3489	427	20	weighted	weight	VERB
fis-3489	427	21	root	root	NOUN
fis-3489	427	22	mean	mean	PROPN
fis-3489	427	23	square	square	NOUN
fis-3489	427	24	.	.	PUNCT
fis-3489	428	1	materials	material	NOUN
fis-3489	428	2	,	,	PUNCT
fis-3489	428	3	13(9	13(9	NUM
fis-3489	428	4	)	)	PUNCT
fis-3489	428	5	,	,	PUNCT
fis-3489	428	6	2167	2167	NUM
fis-3489	428	7	.	.	PUNCT
fis-3489	429	1	doi	doi	NOUN
fis-3489	429	2	:	:	PUNCT
fis-3489	429	3	10.3390	10.3390	NUM
fis-3489	429	4	/	/	SYM
fis-3489	429	5	ma13092167	ma13092167	NOUN
fis-3489	429	6	[	[	X
fis-3489	429	7	16	16	NUM
fis-3489	429	8	]	]	X
fis-3489	429	9	al	al	PROPN
fis-3489	429	10	-	-	PUNCT
fis-3489	429	11	saadi	saadi	PROPN
fis-3489	429	12	,	,	PUNCT
fis-3489	429	13	n.	n.	NOUN
fis-3489	429	14	t.	t.	PROPN
fis-3489	429	15	k.	k.	PROPN
fis-3489	429	16	,	,	PUNCT
fis-3489	429	17	al	al	PROPN
fis-3489	429	18	-	-	PUNCT
fis-3489	429	19	mahaidi	mahaidi	PROPN
fis-3489	429	20	,	,	PUNCT
fis-3489	429	21	r.	r.	PROPN
fis-3489	429	22	and	and	CCONJ
fis-3489	429	23	abdouka	abdouka	PROPN
fis-3489	429	24	,	,	PUNCT
fis-3489	429	25	k.	k.	PROPN
fis-3489	429	26	(	(	PUNCT
fis-3489	429	27	2016	2016	NUM
fis-3489	429	28	)	)	PUNCT
fis-3489	429	29	.	.	PUNCT
fis-3489	430	1	bond	bond	NOUN
fis-3489	430	2	behaviour	behaviour	NOUN
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fis-3489	430	5	cfrp	cfrp	NOUN
fis-3489	430	6	strips	strip	NOUN
fis-3489	430	7	and	and	CCONJ
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fis-3489	430	9	substrate	substrate	NOUN
fis-3489	430	10	using	use	VERB
fis-3489	430	11	single	single	ADJ
fis-3489	430	12	-	-	PUNCT
fis-3489	430	13	lap	lap	NOUN
fis-3489	430	14	shear	shear	NOUN
fis-3489	430	15	testing	testing	NOUN
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fis-3489	430	17	cement	cement	NOUN
fis-3489	430	18	-	-	PUNCT
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fis-3489	431	7	17(1	17(1	NUM
fis-3489	431	8	)	)	PUNCT
fis-3489	431	9	,	,	PUNCT
fis-3489	431	10	pp	pp	ADP
fis-3489	431	11	.	.	PUNCT
fis-3489	432	1	28–38	28–38	NUM
fis-3489	432	2	.	.	PUNCT
fis-3489	433	1	doi	doi	NOUN
fis-3489	433	2	:	:	PUNCT
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fis-3489	433	4	[	[	X
fis-3489	433	5	17	17	NUM
fis-3489	433	6	]	]	PUNCT
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fis-3489	433	8	,	,	PUNCT
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fis-3489	433	10	,	,	PUNCT
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fis-3489	433	12	,	,	PUNCT
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fis-3489	433	14	,	,	PUNCT
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fis-3489	433	16	,	,	PUNCT
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fis-3489	433	21	,	,	PUNCT
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fis-3489	433	24	(	(	PUNCT
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fis-3489	433	26	)	)	PUNCT
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fis-3489	433	35	concrete	concrete	ADJ
fis-3489	433	36	elements	element	NOUN
fis-3489	433	37	strengthened	strengthen	VERB
fis-3489	433	38	with	with	ADP
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fis-3489	433	41	.	.	PUNCT
fis-3489	434	1	composites	composite	NOUN
fis-3489	434	2	:	:	PUNCT
fis-3489	434	3	part	part	NOUN
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fis-3489	434	5	(	(	PUNCT
fis-3489	434	6	39	39	NUM
fis-3489	434	7	)	)	PUNCT
fis-3489	434	8	,	,	PUNCT
fis-3489	434	9	pp	pp	ADP
fis-3489	434	10	.	.	PUNCT
fis-3489	435	1	429–441	429–441	NUM
fis-3489	435	2	.	.	PUNCT
fis-3489	435	3	doi	doi	NOUN
fis-3489	435	4	:	:	PUNCT
fis-3489	435	5	10.1016	10.1016	NUM
fis-3489	435	6	/	/	SYM
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fis-3489	436	2	18	18	NUM
fis-3489	436	3	]	]	PUNCT
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fis-3489	436	15	)	)	PUNCT
fis-3489	436	16	.	.	PUNCT
fis-3489	437	1	anchorage	anchorage	PROPN
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fis-3489	437	5	frp	frp	PROPN
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fis-3489	437	9	bonded	bond	VERB
fis-3489	437	10	to	to	ADP
fis-3489	437	11	concrete	concrete	VERB
fis-3489	437	12	.	.	PUNCT
fis-3489	438	1	journal	journal	NOUN
fis-3489	438	2	of	of	ADP
fis-3489	438	3	structural	structural	ADJ
fis-3489	438	4	engineering	engineering	NOUN
fis-3489	438	5	,	,	PUNCT
fis-3489	438	6	127(7	127(7	NUM
fis-3489	438	7	)	)	PUNCT
fis-3489	438	8	,	,	PUNCT
fis-3489	438	9	pp	pp	ADJ
fis-3489	438	10	.	.	PUNCT
fis-3489	439	1	784–791	784–791	NUM
fis-3489	439	2	.	.	PUNCT
fis-3489	440	1	doi	doi	NOUN
fis-3489	440	2	:	:	PUNCT
fis-3489	440	3	https://doi.org/10.1061/(asce)0733-9445(2001)127:7(784	https://doi.org/10.1061/(asce)0733-9445(2001)127:7(784	NOUN
fis-3489	440	4	)	)	PUNCT
fis-3489	441	1	[	[	X
fis-3489	441	2	19	19	NUM
fis-3489	441	3	]	]	PUNCT
fis-3489	441	4	aci	aci	PROPN
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fis-3489	441	7	.	.	PUNCT
fis-3489	442	1	(	(	PUNCT
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fis-3489	442	3	)	)	PUNCT
fis-3489	442	4	.	.	PUNCT
fis-3489	443	1	guide	guide	VERB
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fis-3489	443	3	the	the	DET
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fis-3489	443	5	and	and	CCONJ
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fis-3489	443	8	externally	externally	ADV
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fis-3489	443	10	frp	frp	PROPN
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fis-3489	443	12	for	for	ADP
fis-3489	443	13	strengthening	strengthen	VERB
fis-3489	443	14	concrete	concrete	ADJ
fis-3489	443	15	structures	structure	NOUN
fis-3489	443	16	.	.	PUNCT
fis-3489	444	1	https://www.concrete.org/store/productdetail.aspx?itemid=440217&language=english&units=us_and_metr	https://www.concrete.org/store/productdetail.aspx?itemid=440217&language=english&units=us_and_metr	PROPN
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fis-3489	450	46	)	)	PUNCT
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fis-3489	453	2	.	.	PUNCT
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fis-3489	457	2	.	.	PUNCT
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fis-3489	460	8	.	.	PUNCT
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fis-3489	479	2	:	:	PUNCT
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fis-3489	482	3	/ascii85encodepages	/ascii85encodepage	NOUN
fis-3489	482	4	false	false	ADJ
fis-3489	482	5	/allowtransparency	/allowtransparency	NOUN
fis-3489	482	6	false	false	ADJ
fis-3489	482	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-3489	482	8	true	true	ADJ
fis-3489	482	9	/autorotatepages	/autorotatepage	NOUN
fis-3489	482	10	/none	/none	PUNCT
fis-3489	482	11	/binding	/binding	PUNCT
fis-3489	482	12	/left	/left	ADJ
fis-3489	483	1	/calgrayprofile	/calgrayprofile	VERB
fis-3489	483	2	(	(	PUNCT
fis-3489	483	3	dot	dot	NOUN
fis-3489	483	4	gain	gain	NOUN
fis-3489	483	5	20	20	NUM
fis-3489	483	6	%	%	NOUN
fis-3489	483	7	)	)	PUNCT
fis-3489	483	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-3489	484	1	(	(	PUNCT
fis-3489	484	2	srgb	srgb	PROPN
fis-3489	484	3	iec61966	iec61966	NOUN
fis-3489	484	4	-	-	PUNCT
fis-3489	484	5	2.1	2.1	NUM
fis-3489	484	6	)	)	PUNCT
fis-3489	484	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-3489	485	1	(	(	PUNCT
fis-3489	485	2	u.s	u.s	PROPN
fis-3489	485	3	.	.	PROPN
fis-3489	485	4	web	web	NOUN
fis-3489	485	5	coated	coat	VERB
fis-3489	485	6	\050swop\051	\050swop\051	ADJ
fis-3489	485	7	v2	v2	NOUN
fis-3489	485	8	)	)	PUNCT
fis-3489	485	9	/srgbprofile	/srgbprofile	PUNCT
fis-3489	485	10	(	(	PUNCT
fis-3489	485	11	srgb	srgb	PROPN
fis-3489	485	12	iec61966	iec61966	NOUN
fis-3489	485	13	-	-	PUNCT
fis-3489	485	14	2.1	2.1	NUM
fis-3489	485	15	)	)	PUNCT
fis-3489	485	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-3489	486	1	/error	/error	INTJ
fis-3489	486	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-3489	487	1	1.4	1.4	NUM
fis-3489	487	2	/compressobjects	/compressobject	NOUN
fis-3489	487	3	/tags	/tag	VERB
fis-3489	487	4	/compresspages	/compresspage	NOUN
fis-3489	487	5	true	true	ADJ
fis-3489	487	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-3489	487	7	true	true	ADJ
fis-3489	487	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-3489	487	9	true	true	ADJ
fis-3489	487	10	/createjobticket	/createjobticket	NOUN
fis-3489	487	11	false	false	ADJ
fis-3489	487	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-3489	487	13	/default	/default	PUNCT
fis-3489	487	14	/detectblends	/detectblend	NOUN
fis-3489	487	15	true	true	ADJ
fis-3489	487	16	/detectcurves	/detectcurve	VERB
fis-3489	488	1	0.0000	0.0000	NUM
fis-3489	488	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-3489	488	3	/cmyk	/cmyk	PUNCT
fis-3489	489	1	/dothumbnails	/dothumbnail	VERB
fis-3489	490	1	false	false	ADJ
fis-3489	490	2	/embedallfonts	/embedallfont	NOUN
fis-3489	490	3	true	true	ADJ
fis-3489	490	4	/embedopentype	/embedopentype	PUNCT
fis-3489	490	5	false	false	ADJ
fis-3489	490	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-3489	490	7	true	true	ADJ
fis-3489	490	8	/embedjoboptions	/embedjoboption	NOUN
fis-3489	490	9	true	true	ADJ
fis-3489	490	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-3489	490	11	0	0	NUM
fis-3489	490	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-3489	490	13	false	false	ADJ
fis-3489	490	14	/endpage	/endpage	NOUN
fis-3489	490	15	-1	-1	NOUN
fis-3489	490	16	/imagememory	/imagememory	NUM
fis-3489	490	17	1048576	1048576	NUM
fis-3489	490	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-3489	490	19	false	false	ADJ
fis-3489	490	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-3489	490	21	100	100	NUM
fis-3489	490	22	/optimize	/optimize	NOUN
fis-3489	490	23	true	true	ADJ
fis-3489	490	24	/opm	/opm	NOUN
fis-3489	490	25	1	1	NUM
fis-3489	490	26	/parsedsccomments	/parsedsccomment	NOUN
fis-3489	490	27	true	true	ADJ
fis-3489	490	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-3489	490	29	true	true	ADJ
fis-3489	490	30	/preservecopypage	/preservecopypage	NOUN
fis-3489	490	31	true	true	ADJ
fis-3489	490	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-3489	490	33	true	true	ADJ
fis-3489	490	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-3489	490	35	true	true	ADJ
fis-3489	490	36	/preserveflatness	/preserveflatness	NOUN
fis-3489	490	37	true	true	ADJ
fis-3489	490	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-3489	490	39	false	false	ADJ
fis-3489	490	40	/preserveopicomments	/preserveopicomment	NOUN
fis-3489	490	41	true	true	ADJ
fis-3489	490	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-3489	490	43	true	true	ADJ
fis-3489	490	44	/startpage	/startpage	NOUN
fis-3489	490	45	1	1	NUM
fis-3489	490	46	/subsetfonts	/subsetfont	NOUN
fis-3489	490	47	true	true	ADJ
fis-3489	490	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-3489	490	49	/apply	/apply	PUNCT
fis-3489	490	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-3489	491	1	/preserve	/preserve	NOUN
fis-3489	491	2	/useprologue	/useprologue	NOUN
fis-3489	491	3	false	false	ADJ
fis-3489	491	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-3489	491	5	(	(	PUNCT
fis-3489	491	6	)	)	PUNCT
fis-3489	491	7	/alwaysembed	/alwaysembe	VERB
fis-3489	491	8	[	[	PUNCT
fis-3489	491	9	true	true	ADJ
fis-3489	491	10	]	]	PUNCT
fis-3489	491	11	/neverembed	/neverembed	PUNCT
fis-3489	492	1	[	[	PUNCT
fis-3489	492	2	true	true	ADJ
fis-3489	492	3	]	]	PUNCT
fis-3489	492	4	/antialiascolorimages	/antialiascolorimages	X
fis-3489	492	5	false	false	ADJ
fis-3489	492	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-3489	492	7	true	true	ADJ
fis-3489	492	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-3489	492	9	300	300	NUM
fis-3489	492	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-3489	492	11	/ok	/ok	ADJ
fis-3489	493	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-3489	494	1	true	true	ADJ
fis-3489	494	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-3489	494	3	/bicubic	/bicubic	NOUN
fis-3489	494	4	/colorimageresolution	/colorimageresolution	NOUN
fis-3489	495	1	300	300	NUM
fis-3489	495	2	/colorimagedepth	/colorimagedepth	PRON
fis-3489	495	3	-1	-1	INTJ
fis-3489	495	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-3489	495	5	1	1	NUM
fis-3489	495	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-3489	495	7	1.50000	1.50000	NUM
fis-3489	495	8	/encodecolorimages	/encodecolorimage	NOUN
fis-3489	495	9	true	true	ADJ
fis-3489	495	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-3489	495	11	/dctencode	/dctencode	PUNCT
fis-3489	496	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-3489	496	2	true	true	ADJ
fis-3489	496	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-3489	496	4	/jpeg	/jpeg	PUNCT
fis-3489	496	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-3489	497	1	<	<	X
fis-3489	497	2	<	<	X
fis-3489	497	3	/qfactor	/qfactor	NOUN
fis-3489	497	4	0.15	0.15	NUM
fis-3489	497	5	/hsamples	/hsample	NOUN
fis-3489	498	1	[	[	X
fis-3489	498	2	1	1	NUM
fis-3489	498	3	1	1	NUM
fis-3489	498	4	1	1	NUM
fis-3489	498	5	1	1	NUM
fis-3489	498	6	]	]	PUNCT
fis-3489	498	7	/vsamples	/vsample	NOUN
fis-3489	499	1	[	[	X
fis-3489	499	2	1	1	NUM
fis-3489	499	3	1	1	NUM
fis-3489	499	4	1	1	NUM
fis-3489	499	5	1	1	NUM
fis-3489	499	6	]	]	PUNCT
fis-3489	499	7	>	>	PUNCT
fis-3489	499	8	>	>	X
fis-3489	499	9	/colorimagedict	/colorimagedict	PUNCT
fis-3489	500	1	<	<	X
fis-3489	500	2	<	<	X
fis-3489	500	3	/qfactor	/qfactor	NOUN
fis-3489	500	4	0.15	0.15	NUM
fis-3489	500	5	/hsamples	/hsample	NOUN
fis-3489	501	1	[	[	X
fis-3489	501	2	1	1	NUM
fis-3489	501	3	1	1	NUM
fis-3489	501	4	1	1	NUM
fis-3489	501	5	1	1	NUM
fis-3489	501	6	]	]	PUNCT
fis-3489	501	7	/vsamples	/vsample	NOUN
fis-3489	502	1	[	[	X
fis-3489	502	2	1	1	NUM
fis-3489	502	3	1	1	NUM
fis-3489	502	4	1	1	NUM
fis-3489	502	5	1	1	NUM
fis-3489	502	6	]	]	PUNCT
fis-3489	502	7	>	>	PUNCT
fis-3489	502	8	>	>	X
fis-3489	502	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-3489	503	1	<	<	X
fis-3489	503	2	<	<	X
fis-3489	503	3	/tilewidth	/tilewidth	PUNCT
fis-3489	503	4	256	256	NUM
fis-3489	503	5	/tileheight	/tileheight	NUM
fis-3489	503	6	256	256	NUM
fis-3489	503	7	/quality	/quality	NOUN
fis-3489	503	8	30	30	NUM
fis-3489	503	9	>	>	PUNCT
fis-3489	503	10	>	>	X
fis-3489	503	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-3489	503	12	<	<	X
fis-3489	503	13	<	<	X
fis-3489	503	14	/tilewidth	/tilewidth	PUNCT
fis-3489	503	15	256	256	NUM
fis-3489	503	16	/tileheight	/tileheight	NUM
fis-3489	503	17	256	256	NUM
fis-3489	503	18	/quality	/quality	NOUN
fis-3489	503	19	30	30	NUM
fis-3489	503	20	>	>	PUNCT
fis-3489	503	21	>	>	X
fis-3489	503	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-3489	503	23	false	false	ADJ
fis-3489	503	24	/cropgrayimages	/cropgrayimage	NOUN
fis-3489	503	25	true	true	ADJ
fis-3489	503	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-3489	503	27	300	300	NUM
fis-3489	503	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-3489	503	29	/ok	/ok	ADJ
fis-3489	503	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-3489	504	1	true	true	ADJ
fis-3489	504	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-3489	504	3	/bicubic	/bicubic	NOUN
fis-3489	504	4	/grayimageresolution	/grayimageresolution	NOUN
fis-3489	504	5	300	300	NUM
fis-3489	504	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-3489	504	7	-1	-1	PUNCT
fis-3489	504	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-3489	505	1	2	2	NUM
fis-3489	505	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-3489	505	3	1.50000	1.50000	NUM
fis-3489	505	4	/encodegrayimages	/encodegrayimage	NOUN
fis-3489	505	5	true	true	ADJ
fis-3489	505	6	/grayimagefilter	/grayimagefilter	NOUN
fis-3489	505	7	/dctencode	/dctencode	PUNCT
fis-3489	506	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-3489	506	2	true	true	ADJ
fis-3489	506	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-3489	506	4	/jpeg	/jpeg	PUNCT
fis-3489	506	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-3489	507	1	<	<	X
fis-3489	507	2	<	<	X
fis-3489	507	3	/qfactor	/qfactor	NOUN
fis-3489	507	4	0.15	0.15	NUM
fis-3489	507	5	/hsamples	/hsample	NOUN
fis-3489	508	1	[	[	X
fis-3489	508	2	1	1	NUM
fis-3489	508	3	1	1	NUM
fis-3489	508	4	1	1	NUM
fis-3489	508	5	1	1	NUM
fis-3489	508	6	]	]	PUNCT
fis-3489	508	7	/vsamples	/vsample	NOUN
fis-3489	509	1	[	[	X
fis-3489	509	2	1	1	NUM
fis-3489	509	3	1	1	NUM
fis-3489	509	4	1	1	NUM
fis-3489	509	5	1	1	NUM
fis-3489	509	6	]	]	PUNCT
fis-3489	509	7	>	>	PUNCT
fis-3489	509	8	>	>	X
fis-3489	509	9	/grayimagedict	/grayimagedict	PUNCT
fis-3489	510	1	<	<	X
fis-3489	510	2	<	<	X
fis-3489	510	3	/qfactor	/qfactor	NOUN
fis-3489	510	4	0.15	0.15	NUM
fis-3489	510	5	/hsamples	/hsample	NOUN
fis-3489	511	1	[	[	X
fis-3489	511	2	1	1	NUM
fis-3489	511	3	1	1	NUM
fis-3489	511	4	1	1	NUM
fis-3489	511	5	1	1	NUM
fis-3489	511	6	]	]	PUNCT
fis-3489	511	7	/vsamples	/vsample	NOUN
fis-3489	512	1	[	[	X
fis-3489	512	2	1	1	NUM
fis-3489	512	3	1	1	NUM
fis-3489	512	4	1	1	NUM
fis-3489	512	5	1	1	NUM
fis-3489	512	6	]	]	PUNCT
fis-3489	512	7	>	>	X
fis-3489	512	8	>	>	X
fis-3489	512	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-3489	513	1	<	<	X
fis-3489	513	2	<	<	X
fis-3489	513	3	/tilewidth	/tilewidth	PUNCT
fis-3489	513	4	256	256	NUM
fis-3489	513	5	/tileheight	/tileheight	NUM
fis-3489	513	6	256	256	NUM
fis-3489	513	7	/quality	/quality	NOUN
fis-3489	513	8	30	30	NUM
fis-3489	513	9	>	>	PUNCT
fis-3489	513	10	>	>	X
fis-3489	513	11	/jpeg2000grayimagedict	/jpeg2000grayimagedict	PUNCT
fis-3489	513	12	<	<	X
fis-3489	513	13	<	<	X
fis-3489	513	14	/tilewidth	/tilewidth	PUNCT
fis-3489	513	15	256	256	NUM
fis-3489	513	16	/tileheight	/tileheight	NUM
fis-3489	513	17	256	256	NUM
fis-3489	513	18	/quality	/quality	NOUN
fis-3489	513	19	30	30	NUM
fis-3489	513	20	>	>	PUNCT
fis-3489	513	21	>	>	X
fis-3489	513	22	/antialiasmonoimages	/antialiasmonoimage	NOUN
fis-3489	513	23	false	false	ADJ
fis-3489	513	24	/cropmonoimages	/cropmonoimage	NOUN
fis-3489	513	25	true	true	ADJ
fis-3489	513	26	/monoimageminresolution	/monoimageminresolution	NUM
fis-3489	513	27	1200	1200	NUM
fis-3489	513	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-3489	514	1	/ok	/ok	PROPN
fis-3489	514	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-3489	515	1	true	true	ADJ
fis-3489	515	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-3489	515	3	/bicubic	/bicubic	NOUN
fis-3489	515	4	/monoimageresolution	/monoimageresolution	NOUN
fis-3489	515	5	1200	1200	NUM
fis-3489	515	6	/monoimagedepth	/monoimagedepth	PRON
fis-3489	515	7	-1	-1	PUNCT
fis-3489	516	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-3489	516	2	1.50000	1.50000	NUM
fis-3489	516	3	/encodemonoimages	/encodemonoimage	NOUN
fis-3489	516	4	true	true	ADJ
fis-3489	516	5	/monoimagefilter	/monoimagefilter	ADP
fis-3489	516	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-3489	516	7	/monoimagedict	/monoimagedict	PUNCT
fis-3489	517	1	<	<	X
fis-3489	517	2	<	<	X
fis-3489	517	3	/k	/k	PUNCT
fis-3489	517	4	-1	-1	INTJ
fis-3489	517	5	>	>	PUNCT
fis-3489	517	6	>	>	X
fis-3489	517	7	/allowpsxobjects	/allowpsxobjects	PROPN
fis-3489	517	8	false	false	ADJ
fis-3489	517	9	/checkcompliance	/checkcompliance	NOUN
fis-3489	517	10	[	[	PUNCT
fis-3489	517	11	/none	/none	X
fis-3489	517	12	]	]	PUNCT
fis-3489	517	13	/pdfx1acheck	/pdfx1acheck	PUNCT
fis-3489	517	14	false	false	ADJ
fis-3489	517	15	/pdfx3check	/pdfx3check	PUNCT
fis-3489	517	16	false	false	ADJ
fis-3489	517	17	/pdfxcompliantpdfonly	/pdfxcompliantpdfonly	ADV
fis-3489	517	18	false	false	ADJ
fis-3489	517	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
fis-3489	517	20	true	true	ADJ
fis-3489	517	21	/pdfxtrimboxtomediaboxoffset	/pdfxtrimboxtomediaboxoffset	NOUN
fis-3489	517	22	[	[	PUNCT
fis-3489	517	23	0.00000	0.00000	NUM
fis-3489	517	24	0.00000	0.00000	NUM
fis-3489	517	25	0.00000	0.00000	NUM
fis-3489	517	26	0.00000	0.00000	NUM
fis-3489	517	27	]	]	PUNCT
fis-3489	517	28	/pdfxsetbleedboxtomediabox	/pdfxsetbleedboxtomediabox	PUNCT
fis-3489	518	1	true	true	ADJ
fis-3489	518	2	/pdfxbleedboxtotrimboxoffset	/pdfxbleedboxtotrimboxoffset	PUNCT
fis-3489	518	3	[	[	PUNCT
fis-3489	518	4	0.00000	0.00000	NUM
fis-3489	518	5	0.00000	0.00000	NUM
fis-3489	518	6	0.00000	0.00000	NUM
fis-3489	518	7	0.00000	0.00000	NUM
fis-3489	518	8	]	]	PUNCT
fis-3489	518	9	/pdfxoutputintentprofile	/pdfxoutputintentprofile	PUNCT
fis-3489	519	1	(	(	PUNCT
fis-3489	519	2	)	)	PUNCT
fis-3489	519	3	/pdfxoutputconditionidentifier	/pdfxoutputconditionidentifi	ADJ
fis-3489	519	4	(	(	PUNCT
fis-3489	519	5	)	)	PUNCT
fis-3489	519	6	/pdfxoutputcondition	/pdfxoutputcondition	PRON
fis-3489	519	7	(	(	PUNCT
fis-3489	519	8	)	)	PUNCT
fis-3489	519	9	/pdfxregistryname	/pdfxregistryname	PUNCT
fis-3489	519	10	(	(	PUNCT
fis-3489	519	11	)	)	PUNCT
fis-3489	519	12	/pdfxtrapped	/pdfxtrapped	PUNCT
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fis-3489	529	11	>	>	X
fis-3489	529	12	/hrv	/hrv	PROPN
fis-3489	530	1	(	(	PUNCT
fis-3489	530	2	za	za	PROPN
fis-3489	530	3	stvaranje	stvaranje	PROPN
fis-3489	530	4	adobe	adobe	PROPN
fis-3489	530	5	pdf	pdf	PROPN
fis-3489	530	6	dokumenata	dokumenata	PROPN
fis-3489	530	7	najpogodnijih	najpogodnijih	PROPN
fis-3489	530	8	za	za	PROPN
fis-3489	530	9	visokokvalitetni	visokokvalitetni	VERB
fis-3489	530	10	ispis	ispis	ADJ
fis-3489	530	11	prije	prije	NOUN
fis-3489	530	12	tiskanja	tiskanja	PROPN
fis-3489	530	13	koristite	koristite	PROPN
fis-3489	530	14	ove	ove	NOUN
fis-3489	530	15	postavke	postavke	NOUN
fis-3489	530	16	.	.	PUNCT
fis-3489	531	1	stvoreni	stvoreni	ADJ
fis-3489	531	2	pdf	pdf	NOUN
fis-3489	531	3	dokumenti	dokumenti	PROPN
fis-3489	531	4	mogu	mogu	PROPN
fis-3489	531	5	se	se	X
fis-3489	531	6	otvoriti	otvoriti	PROPN
fis-3489	531	7	acrobat	acrobat	PROPN
fis-3489	532	1	i	i	PRON
fis-3489	532	2	adobe	adobe	PROPN
fis-3489	532	3	reader	reader	PROPN
fis-3489	532	4	5.0	5.0	NUM
fis-3489	532	5	i	i	PRON
fis-3489	532	6	kasnijim	kasnijim	VERB
fis-3489	532	7	verzijama	verzijama	NOUN
fis-3489	532	8	.	.	PUNCT
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fis-3489	535	3	>	>	X
fis-3489	535	4	/jpn	/jpn	PROPN
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fis-3489	538	3	>	>	X
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fis-3489	539	3	>	>	X
fis-3489	539	4	/nld	/nld	PUNCT
fis-3489	540	1	(	(	PUNCT
fis-3489	540	2	gebruik	gebruik	NOUN
fis-3489	540	3	deze	deze	PROPN
fis-3489	540	4	instellingen	instellingen	PROPN
fis-3489	540	5	om	om	PROPN
fis-3489	540	6	adobe	adobe	PROPN
fis-3489	540	7	pdf	pdf	PROPN
fis-3489	540	8	-	-	PUNCT
fis-3489	540	9	documenten	documenten	NOUN
fis-3489	540	10	te	te	ADP
fis-3489	540	11	maken	maken	PROPN
fis-3489	540	12	die	die	PROPN
fis-3489	540	13	zijn	zijn	PROPN
fis-3489	540	14	geoptimaliseerd	geoptimaliseerd	PROPN
fis-3489	540	15	voor	voor	NOUN
fis-3489	540	16	prepress	prepress	NOUN
fis-3489	540	17	-	-	PUNCT
fis-3489	540	18	afdrukken	afdrukken	VERB
fis-3489	540	19	van	van	PROPN
fis-3489	540	20	hoge	hoge	PROPN
fis-3489	540	21	kwaliteit	kwaliteit	PROPN
fis-3489	540	22	.	.	PUNCT
fis-3489	541	1	de	de	PROPN
fis-3489	541	2	gemaakte	gemaakte	PROPN
fis-3489	541	3	pdf	pdf	NOUN
fis-3489	541	4	-	-	PUNCT
fis-3489	541	5	documenten	documenten	NOUN
fis-3489	541	6	kunnen	kunnen	PROPN
fis-3489	541	7	worden	worden	PROPN
fis-3489	541	8	geopend	geopend	PROPN
fis-3489	541	9	met	meet	VERB
fis-3489	541	10	acrobat	acrobat	PROPN
fis-3489	541	11	en	en	PROPN
fis-3489	541	12	adobe	adobe	PROPN
fis-3489	541	13	reader	reader	PROPN
fis-3489	541	14	5.0	5.0	NUM
fis-3489	541	15	en	en	ADP
fis-3489	541	16	hoger	hoger	NOUN
fis-3489	541	17	.	.	PUNCT
fis-3489	541	18	)	)	PUNCT
fis-3489	542	1	/nor	/nor	PUNCT
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fis-3489	544	16	/sky	/sky	PUNCT
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fis-3489	545	3	>	>	X
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fis-3489	545	7	>	>	X
fis-3489	545	8	/suo	/suo	PROPN
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fis-3489	546	4	/sve	/sve	PROPN
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fis-3489	546	12	/ukr	/ukr	X
fis-3489	546	13	<	<	X
fis-3489	546	14	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	X
fis-3489	546	15	>	>	X
fis-3489	546	16	/enu	/enu	PUNCT
fis-3489	546	17	(	(	PUNCT
fis-3489	546	18	use	use	VERB
fis-3489	546	19	these	these	DET
fis-3489	546	20	settings	setting	NOUN
fis-3489	546	21	to	to	PART
fis-3489	546	22	create	create	VERB
fis-3489	546	23	adobe	adobe	PROPN
fis-3489	546	24	pdf	pdf	PROPN
fis-3489	546	25	documents	document	NOUN
fis-3489	546	26	best	well	ADV
fis-3489	546	27	suited	suit	VERB
fis-3489	546	28	for	for	ADP
fis-3489	546	29	high	high	ADJ
fis-3489	546	30	-	-	PUNCT
fis-3489	546	31	quality	quality	NOUN
fis-3489	546	32	prepress	prepress	NOUN
fis-3489	546	33	printing	printing	NOUN
fis-3489	546	34	.	.	PUNCT
fis-3489	547	1	created	create	VERB
fis-3489	547	2	pdf	pdf	NOUN
fis-3489	547	3	documents	document	NOUN
fis-3489	547	4	can	can	AUX
fis-3489	547	5	be	be	AUX
fis-3489	547	6	opened	open	VERB
fis-3489	547	7	with	with	ADP
fis-3489	547	8	acrobat	acrobat	PROPN
fis-3489	547	9	and	and	CCONJ
fis-3489	547	10	adobe	adobe	PROPN
fis-3489	547	11	reader	reader	PROPN
fis-3489	547	12	5.0	5.0	NUM
fis-3489	547	13	and	and	CCONJ
fis-3489	547	14	later	later	ADV
fis-3489	547	15	.	.	PUNCT
fis-3489	547	16	)	)	PUNCT
fis-3489	548	1	>	>	PUNCT
fis-3489	548	2	>	>	X
fis-3489	548	3	/namespace	/namespace	PUNCT
fis-3489	549	1	[	[	PUNCT
fis-3489	549	2	(	(	PUNCT
fis-3489	549	3	adobe	adobe	PROPN
fis-3489	549	4	)	)	PUNCT
fis-3489	549	5	(	(	PUNCT
fis-3489	549	6	common	common	ADJ
fis-3489	549	7	)	)	PUNCT
fis-3489	549	8	(	(	PUNCT
fis-3489	549	9	1.0	1.0	NUM
fis-3489	549	10	)	)	PUNCT
fis-3489	549	11	]	]	PUNCT
fis-3489	550	1	/othernamespaces	/othernamespace	VERB
fis-3489	550	2	[	[	PUNCT
fis-3489	550	3	<	<	X
fis-3489	550	4	<	<	X
fis-3489	550	5	/asreaderspreads	/asreaderspreads	X
fis-3489	550	6	false	false	ADJ
fis-3489	550	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-3489	550	8	true	true	ADJ
fis-3489	550	9	/errorcontrol	/errorcontrol	NOUN
fis-3489	551	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-3489	551	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-3489	551	3	false	false	ADJ
fis-3489	551	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-3489	551	5	false	false	ADJ
fis-3489	551	6	/includenonprinting	/includenonprinting	NOUN
fis-3489	551	7	false	false	ADJ
fis-3489	551	8	/includeslug	/includeslug	INTJ
fis-3489	551	9	false	false	ADJ
fis-3489	551	10	/namespace	/namespace	NOUN
fis-3489	552	1	[	[	PUNCT
fis-3489	552	2	(	(	PUNCT
fis-3489	552	3	adobe	adobe	PROPN
fis-3489	552	4	)	)	PUNCT
fis-3489	552	5	(	(	PUNCT
fis-3489	552	6	indesign	indesign	NOUN
fis-3489	552	7	)	)	PUNCT
fis-3489	552	8	(	(	PUNCT
fis-3489	552	9	4.0	4.0	NUM
fis-3489	552	10	)	)	PUNCT
fis-3489	552	11	]	]	PUNCT
fis-3489	552	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-3489	553	1	false	false	ADJ
fis-3489	553	2	/omitplacedeps	/omitplacedeps	INTJ
fis-3489	553	3	false	false	ADJ
fis-3489	553	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-3489	553	5	false	false	ADJ
fis-3489	553	6	/simulateoverprint	/simulateoverprint	NOUN
fis-3489	553	7	/legacy	/legacy	PUNCT
fis-3489	554	1	>	>	PUNCT
fis-3489	554	2	>	>	X
fis-3489	555	1	<	<	X
fis-3489	555	2	<	<	X
fis-3489	555	3	/addbleedmarks	/addbleedmarks	X
fis-3489	555	4	false	false	ADJ
fis-3489	555	5	/addcolorbars	/addcolorbars	INTJ
fis-3489	555	6	false	false	ADJ
fis-3489	555	7	/addcropmarks	/addcropmarks	PUNCT
fis-3489	555	8	false	false	ADJ
fis-3489	555	9	/addpageinfo	/addpageinfo	INTJ
fis-3489	555	10	false	false	ADJ
fis-3489	555	11	/addregmarks	/addregmark	NOUN
fis-3489	555	12	false	false	ADJ
fis-3489	555	13	/convertcolors	/convertcolor	NOUN
fis-3489	555	14	/converttocmyk	/converttocmyk	INTJ
fis-3489	555	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-3489	555	16	(	(	PUNCT
fis-3489	555	17	)	)	PUNCT
fis-3489	555	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-3489	555	19	/documentcmyk	/documentcmyk	PUNCT
fis-3489	555	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-3489	555	21	true	true	ADJ
fis-3489	555	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-3489	556	1	<	<	X
fis-3489	556	2	<	<	X
fis-3489	556	3	/presetselector	/presetselector	X
fis-3489	556	4	/mediumresolution	/mediumresolution	NOUN
fis-3489	556	5	>	>	PUNCT
fis-3489	556	6	>	>	X
fis-3489	556	7	/formelements	/formelement	NOUN
fis-3489	557	1	false	false	ADJ
fis-3489	557	2	/generatestructure	/generatestructure	PUNCT
fis-3489	557	3	false	false	ADJ
fis-3489	557	4	/includebookmarks	/includebookmark	NOUN
fis-3489	557	5	false	false	ADJ
fis-3489	557	6	/includehyperlinks	/includehyperlinks	INTJ
fis-3489	557	7	false	false	ADJ
fis-3489	557	8	/includeinteractive	/includeinteractive	ADJ
fis-3489	557	9	false	false	ADJ
fis-3489	557	10	/includelayers	/includelayer	NOUN
fis-3489	557	11	false	false	ADJ
fis-3489	557	12	/includeprofiles	/includeprofiles	INTJ
fis-3489	557	13	false	false	ADJ
fis-3489	557	14	/multimediahandling	/multimediahandling	NOUN
fis-3489	558	1	/useobjectsettings	/useobjectsettings	PRON
fis-3489	559	1	/namespace	/namespace	PUNCT
fis-3489	560	1	[	[	PUNCT
fis-3489	560	2	(	(	PUNCT
fis-3489	560	3	adobe	adobe	PROPN
fis-3489	560	4	)	)	PUNCT
fis-3489	560	5	(	(	PUNCT
fis-3489	560	6	creativesuite	creativesuite	NOUN
fis-3489	560	7	)	)	PUNCT
fis-3489	560	8	(	(	PUNCT
fis-3489	560	9	2.0	2.0	NUM
fis-3489	560	10	)	)	PUNCT
fis-3489	560	11	]	]	PUNCT
fis-3489	561	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-3489	561	2	/documentcmyk	/documentcmyk	PUNCT
fis-3489	562	1	/preserveediting	/preserveedite	VERB
fis-3489	562	2	true	true	ADJ
fis-3489	562	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-3489	562	4	/leaveuntagged	/leaveuntagge	VERB
fis-3489	562	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-3489	562	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-3489	562	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-3489	563	1	false	false	ADJ
fis-3489	563	2	>	>	PUNCT
fis-3489	563	3	>	>	X
fis-3489	563	4	]	]	PUNCT
fis-3489	563	5	>	>	PUNCT
fis-3489	563	6	>	>	X
fis-3489	563	7	setdistillerparams	setdistillerparam	NOUN
fis-3489	564	1	<	<	X
fis-3489	564	2	<	<	X
fis-3489	564	3	/hwresolution	/hwresolution	NOUN
fis-3489	565	1	[	[	X
fis-3489	565	2	2400	2400	NUM
fis-3489	565	3	2400	2400	NUM
fis-3489	565	4	]	]	PUNCT
fis-3489	565	5	/pagesize	/pagesize	X
fis-3489	566	1	[	[	X
fis-3489	566	2	612.000	612.000	NUM
fis-3489	566	3	792.000	792.000	NUM
fis-3489	566	4	]	]	PUNCT
fis-3489	566	5	>	>	PUNCT
fis-3489	566	6	>	>	X
fis-3489	566	7	setpagedevice	setpagedevice	PROPN