id	sid	tid	token	lemma	pos
fis-4230	1	1	microsoft	microsoft	PROPN
fis-4230	1	2	word	word	PROPN
fis-4230	1	3	numero_65_art_18_4230.docx	numero_65_art_18_4230.docx	NUM
fis-4230	1	4	s.	s.	PROPN
fis-4230	1	5	s.	s.	PROPN
fis-4230	1	6	e.	e.	PROPN
fis-4230	1	7	ahmad	ahmad	PROPN
fis-4230	1	8	et	et	PROPN
fis-4230	1	9	alii	alii	PROPN
fis-4230	1	10	,	,	PUNCT
fis-4230	1	11	frattura	frattura	PROPN
fis-4230	1	12	ed	ed	PROPN
fis-4230	1	13	integrità	integrità	PROPN
fis-4230	1	14	strutturale	strutturale	PROPN
fis-4230	1	15	,	,	PUNCT
fis-4230	1	16	65	65	NUM
fis-4230	1	17	(	(	PUNCT
fis-4230	1	18	2023	2023	NUM
fis-4230	1	19	)	)	PUNCT
fis-4230	1	20	270	270	NUM
fis-4230	1	21	-	-	SYM
fis-4230	1	22	288	288	NUM
fis-4230	1	23	;	;	PUNCT
fis-4230	1	24	doi	doi	NOUN
fis-4230	1	25	:	:	PUNCT
fis-4230	1	26	10.3221	10.3221	NUM
fis-4230	1	27	/	/	SYM
fis-4230	1	28	igf	igf	PROPN
fis-4230	1	29	-	-	PUNCT
fis-4230	1	30	esis.65.18	esis.65.18	NUM
fis-4230	1	31	270	270	NUM
fis-4230	1	32	effects	effect	NOUN
fis-4230	1	33	of	of	ADP
fis-4230	1	34	concrete	concrete	ADJ
fis-4230	1	35	strength	strength	NOUN
fis-4230	1	36	and	and	CCONJ
fis-4230	1	37	steel	steel	NOUN
fis-4230	1	38	reinforcement	reinforcement	NOUN
fis-4230	1	39	area	area	NOUN
fis-4230	1	40	on	on	ADP
fis-4230	1	41	the	the	DET
fis-4230	1	42	mechanical	mechanical	ADJ
fis-4230	1	43	performance	performance	NOUN
fis-4230	1	44	of	of	ADP
fis-4230	1	45	functionally	functionally	ADV
fis-4230	1	46	graded	grade	VERB
fis-4230	1	47	reinforced	reinforce	VERB
fis-4230	1	48	concrete	concrete	ADJ
fis-4230	1	49	beams	beam	NOUN
fis-4230	1	50	:	:	PUNCT
fis-4230	1	51	experimental	experimental	ADJ
fis-4230	1	52	and	and	CCONJ
fis-4230	1	53	numerical	numerical	PROPN
fis-4230	1	54	investigation	investigation	NOUN
fis-4230	1	55	seleem	seleem	PROPN
fis-4230	1	56	s.	s.	PROPN
fis-4230	1	57	e.	e.	PROPN
fis-4230	1	58	ahmad	ahmad	PROPN
fis-4230	1	59	,	,	PUNCT
fis-4230	1	60	esraa	esraa	PROPN
fis-4230	1	61	ali	ali	PROPN
fis-4230	1	62	,	,	PUNCT
fis-4230	1	63	hesham	hesham	PROPN
fis-4230	1	64	elemam	elemam	PROPN
fis-4230	1	65	,	,	PUNCT
fis-4230	1	66	mohamed	mohamed	PROPN
fis-4230	1	67	moawad	moawad	PROPN
fis-4230	1	68	faculty	faculty	NOUN
fis-4230	1	69	of	of	ADP
fis-4230	1	70	engineering	engineering	PROPN
fis-4230	1	71	,	,	PUNCT
fis-4230	1	72	zagazig	zagazig	PROPN
fis-4230	1	73	university	university	PROPN
fis-4230	1	74	,	,	PUNCT
fis-4230	1	75	egypt	egypt	PROPN
fis-4230	1	76	seleemahmad62@yahoo.com	seleemahmad62@yahoo.com	PROPN
fis-4230	1	77	,	,	PUNCT
fis-4230	1	78	http://orcid.org/0000-0001-9894-0209	http://orcid.org/0000-0001-9894-0209	NOUN
fis-4230	1	79	esraaalinassar2020@gmail.com	esraaalinassar2020@gmail.com	PROPN
fis-4230	1	80	,	,	PUNCT
fis-4230	1	81	http://orcid.org/0000-0002-8558-066x	http://orcid.org/0000-0002-8558-066x	PROPN
fis-4230	1	82	elemamh@missouri.edu	elemamh@missouri.edu	PROPN
fis-4230	1	83	,	,	PUNCT
fis-4230	1	84	http://orcid.org/0000-0002-7685-2985	http://orcid.org/0000-0002-7685-2985	X
fis-4230	1	85	mamoawad@zu.edu.eg	mamoawad@zu.edu.eg	PROPN
fis-4230	1	86	,	,	PUNCT
fis-4230	1	87	http://orcid.org/0000-0002-6806-900x	http://orcid.org/0000-0002-6806-900x	PROPN
fis-4230	1	88	abstract	abstract	ADJ
fis-4230	1	89	.	.	PUNCT
fis-4230	2	1	in	in	ADP
fis-4230	2	2	this	this	DET
fis-4230	2	3	work	work	NOUN
fis-4230	2	4	,	,	PUNCT
fis-4230	2	5	an	an	DET
fis-4230	2	6	experimental	experimental	ADJ
fis-4230	2	7	and	and	CCONJ
fis-4230	2	8	numerical	numerical	ADJ
fis-4230	2	9	program	program	NOUN
fis-4230	2	10	was	be	AUX
fis-4230	2	11	designed	design	VERB
fis-4230	2	12	to	to	PART
fis-4230	2	13	evaluate	evaluate	VERB
fis-4230	2	14	the	the	DET
fis-4230	2	15	role	role	NOUN
fis-4230	2	16	of	of	ADP
fis-4230	2	17	compressive	compressive	ADJ
fis-4230	2	18	strength	strength	NOUN
fis-4230	2	19	,	,	PUNCT
fis-4230	2	20	fc	fc	X
fis-4230	2	21	,	,	PUNCT
fis-4230	2	22	and	and	CCONJ
fis-4230	2	23	area	area	NOUN
fis-4230	2	24	of	of	ADP
fis-4230	2	25	reinforcing	reinforce	VERB
fis-4230	2	26	steel	steel	NOUN
fis-4230	2	27	,	,	PUNCT
fis-4230	2	28	as	as	ADP
fis-4230	2	29	,	,	PUNCT
fis-4230	2	30	on	on	ADP
fis-4230	2	31	the	the	DET
fis-4230	2	32	flexural	flexural	ADJ
fis-4230	2	33	behavior	behavior	NOUN
fis-4230	2	34	of	of	ADP
fis-4230	2	35	functionally	functionally	ADV
fis-4230	2	36	graded	grade	VERB
fis-4230	2	37	reinforced	reinforce	VERB
fis-4230	2	38	concrete	concrete	ADJ
fis-4230	2	39	beams	beam	NOUN
fis-4230	2	40	.	.	PUNCT
fis-4230	3	1	eighteen	eighteen	NUM
fis-4230	3	2	layered	layered	ADJ
fis-4230	3	3	sections	section	NOUN
fis-4230	3	4	of	of	ADP
fis-4230	3	5	reinforced	reinforce	VERB
fis-4230	3	6	concrete	concrete	ADJ
fis-4230	3	7	beams	beam	NOUN
fis-4230	3	8	were	be	AUX
fis-4230	3	9	tested	test	VERB
fis-4230	3	10	with	with	ADP
fis-4230	3	11	different	different	ADJ
fis-4230	3	12	compressive	compressive	ADJ
fis-4230	3	13	strengths	strength	NOUN
fis-4230	3	14	arrangement	arrangement	NOUN
fis-4230	3	15	and	and	CCONJ
fis-4230	3	16	area	area	NOUN
fis-4230	3	17	of	of	ADP
fis-4230	3	18	main	main	ADJ
fis-4230	3	19	steel	steel	NOUN
fis-4230	3	20	.	.	PUNCT
fis-4230	4	1	the	the	DET
fis-4230	4	2	result	result	NOUN
fis-4230	4	3	showed	show	VERB
fis-4230	4	4	that	that	SCONJ
fis-4230	4	5	the	the	DET
fis-4230	4	6	minimum	minimum	ADJ
fis-4230	4	7	steel	steel	NOUN
fis-4230	4	8	reinforcement	reinforcement	NOUN
fis-4230	4	9	with	with	ADP
fis-4230	4	10	higher	high	ADJ
fis-4230	4	11	compressive	compressive	ADJ
fis-4230	4	12	strength	strength	NOUN
fis-4230	4	13	in	in	ADP
fis-4230	4	14	the	the	DET
fis-4230	4	15	compression	compression	NOUN
fis-4230	4	16	zone	zone	NOUN
fis-4230	4	17	increases	increase	VERB
fis-4230	4	18	load	load	NOUN
fis-4230	4	19	capacity	capacity	NOUN
fis-4230	4	20	and	and	CCONJ
fis-4230	4	21	ductility	ductility	NOUN
fis-4230	4	22	up	up	ADP
fis-4230	4	23	to	to	PART
fis-4230	4	24	31.3	31.3	NUM
fis-4230	4	25	%	%	NOUN
fis-4230	4	26	and	and	CCONJ
fis-4230	4	27	37.1	37.1	NUM
fis-4230	4	28	%	%	NOUN
fis-4230	4	29	respectively	respectively	ADV
fis-4230	4	30	.	.	PUNCT
fis-4230	5	1	the	the	DET
fis-4230	5	2	average	average	ADJ
fis-4230	5	3	steel	steel	NOUN
fis-4230	5	4	reinforcement	reinforcement	NOUN
fis-4230	5	5	with	with	ADP
fis-4230	5	6	higher	high	ADJ
fis-4230	5	7	strength	strength	NOUN
fis-4230	5	8	in	in	ADP
fis-4230	5	9	the	the	DET
fis-4230	5	10	compression	compression	NOUN
fis-4230	5	11	zone	zone	NOUN
fis-4230	5	12	increases	increase	VERB
fis-4230	5	13	load	load	NOUN
fis-4230	5	14	capacity	capacity	NOUN
fis-4230	5	15	and	and	CCONJ
fis-4230	5	16	decreases	decrease	VERB
fis-4230	5	17	ductility	ductility	NOUN
fis-4230	5	18	.	.	PUNCT
fis-4230	6	1	the	the	DET
fis-4230	6	2	increase	increase	NOUN
fis-4230	6	3	in	in	ADP
fis-4230	6	4	load	load	NOUN
fis-4230	6	5	capacity	capacity	NOUN
fis-4230	6	6	was	be	AUX
fis-4230	6	7	8.3	8.3	NUM
fis-4230	6	8	%	%	NOUN
fis-4230	6	9	and	and	CCONJ
fis-4230	6	10	the	the	DET
fis-4230	6	11	decrease	decrease	NOUN
fis-4230	6	12	in	in	ADP
fis-4230	6	13	deflection	deflection	NOUN
fis-4230	6	14	was	be	AUX
fis-4230	6	15	30.3	30.3	NUM
fis-4230	6	16	%	%	NOUN
fis-4230	6	17	.	.	PUNCT
fis-4230	7	1	the	the	DET
fis-4230	7	2	results	result	NOUN
fis-4230	7	3	also	also	ADV
fis-4230	7	4	approved	approve	VERB
fis-4230	7	5	that	that	SCONJ
fis-4230	7	6	;	;	PUNCT
fis-4230	7	7	higher	high	ADJ
fis-4230	7	8	strength	strength	NOUN
fis-4230	7	9	in	in	ADP
fis-4230	7	10	the	the	DET
fis-4230	7	11	compression	compression	NOUN
fis-4230	7	12	zone	zone	NOUN
fis-4230	7	13	can	can	AUX
fis-4230	7	14	be	be	AUX
fis-4230	7	15	used	use	VERB
fis-4230	7	16	in	in	ADP
fis-4230	7	17	beams	beam	NOUN
fis-4230	7	18	with	with	ADP
fis-4230	7	19	a	a	DET
fis-4230	7	20	high	high	ADJ
fis-4230	7	21	tensile	tensile	NOUN
fis-4230	7	22	steel	steel	NOUN
fis-4230	7	23	ratio	ratio	NOUN
fis-4230	7	24	for	for	ADP
fis-4230	7	25	decreasing	decrease	VERB
fis-4230	7	26	compression	compression	NOUN
fis-4230	7	27	steel	steel	NOUN
fis-4230	7	28	as	as	ADP
fis-4230	7	29	an	an	DET
fis-4230	7	30	economic	economic	ADJ
fis-4230	7	31	side	side	NOUN
fis-4230	7	32	.	.	PUNCT
fis-4230	8	1	3d	3d	PROPN
fis-4230	8	2	finite	finite	PROPN
fis-4230	8	3	element	element	NOUN
fis-4230	8	4	was	be	AUX
fis-4230	8	5	executed	execute	VERB
fis-4230	8	6	using	use	VERB
fis-4230	8	7	abaqus	abaqus	NOUN
fis-4230	8	8	to	to	PART
fis-4230	8	9	simulate	simulate	VERB
fis-4230	8	10	experimental	experimental	ADJ
fis-4230	8	11	beams	beam	NOUN
fis-4230	8	12	.	.	PUNCT
fis-4230	9	1	the	the	DET
fis-4230	9	2	numerical	numerical	ADJ
fis-4230	9	3	and	and	CCONJ
fis-4230	9	4	experimental	experimental	ADJ
fis-4230	9	5	results	result	NOUN
fis-4230	9	6	in	in	ADP
fis-4230	9	7	the	the	DET
fis-4230	9	8	present	present	ADJ
fis-4230	9	9	work	work	NOUN
fis-4230	9	10	showed	show	VERB
fis-4230	9	11	a	a	DET
fis-4230	9	12	similar	similar	ADJ
fis-4230	9	13	behavior	behavior	NOUN
fis-4230	9	14	but	but	CCONJ
fis-4230	9	15	there	there	PRON
fis-4230	9	16	are	be	VERB
fis-4230	9	17	slight	slight	ADJ
fis-4230	9	18	differences	difference	NOUN
fis-4230	9	19	between	between	ADP
fis-4230	9	20	their	their	PRON
fis-4230	9	21	values	value	NOUN
fis-4230	9	22	.	.	PUNCT
fis-4230	10	1	keywords	keyword	NOUN
fis-4230	10	2	:	:	PUNCT
fis-4230	10	3	compressive	compressive	ADJ
fis-4230	10	4	strength	strength	NOUN
fis-4230	10	5	,	,	PUNCT
fis-4230	10	6	area	area	NOUN
fis-4230	10	7	of	of	ADP
fis-4230	10	8	steel	steel	NOUN
fis-4230	10	9	,	,	PUNCT
fis-4230	10	10	3d	3d	PROPN
fis-4230	10	11	finite	finite	PROPN
fis-4230	10	12	element	element	NOUN
fis-4230	10	13	,	,	PUNCT
fis-4230	10	14	functionally	functionally	ADV
fis-4230	10	15	graded	grade	VERB
fis-4230	10	16	concrete	concrete	NOUN
fis-4230	10	17	.	.	PUNCT
fis-4230	11	1	citation	citation	NOUN
fis-4230	11	2	:	:	PUNCT
fis-4230	12	1	ahmad	ahmad	PROPN
fis-4230	12	2	,	,	PUNCT
fis-4230	12	3	s.	s.	PROPN
fis-4230	12	4	s.	s.	PROPN
fis-4230	12	5	e.	e.	PROPN
fis-4230	12	6	,	,	PUNCT
fis-4230	12	7	ali	ali	PROPN
fis-4230	12	8	,	,	PUNCT
fis-4230	12	9	e.	e.	PROPN
fis-4230	12	10	,	,	PUNCT
fis-4230	12	11	moawad	moawad	PROPN
fis-4230	12	12	,	,	PUNCT
fis-4230	12	13	m.	m.	NOUN
fis-4230	12	14	,	,	PUNCT
fis-4230	12	15	elemam	elemam	PROPN
fis-4230	12	16	,	,	PUNCT
fis-4230	12	17	h.	h.	PROPN
fis-4230	12	18	,	,	PUNCT
fis-4230	12	19	effects	effect	NOUN
fis-4230	12	20	of	of	ADP
fis-4230	12	21	concrete	concrete	ADJ
fis-4230	12	22	strength	strength	NOUN
fis-4230	12	23	and	and	CCONJ
fis-4230	12	24	steel	steel	NOUN
fis-4230	12	25	reinforcement	reinforcement	NOUN
fis-4230	12	26	area	area	NOUN
fis-4230	12	27	on	on	ADP
fis-4230	12	28	the	the	DET
fis-4230	12	29	mechanical	mechanical	ADJ
fis-4230	12	30	performance	performance	NOUN
fis-4230	12	31	of	of	ADP
fis-4230	12	32	functionally	functionally	ADV
fis-4230	12	33	graded	grade	VERB
fis-4230	12	34	reinforced	reinforce	VERB
fis-4230	12	35	concrete	concrete	ADJ
fis-4230	12	36	beams	beam	NOUN
fis-4230	12	37	:	:	PUNCT
fis-4230	12	38	experimental	experimental	ADJ
fis-4230	12	39	and	and	CCONJ
fis-4230	12	40	numerical	numerical	PROPN
fis-4230	12	41	investigation	investigation	NOUN
fis-4230	12	42	,	,	PUNCT
fis-4230	12	43	frattura	frattura	PROPN
fis-4230	12	44	ed	ed	PROPN
fis-4230	12	45	integrità	integrità	PROPN
fis-4230	12	46	strutturale	strutturale	PROPN
fis-4230	12	47	,	,	PUNCT
fis-4230	12	48	65	65	NUM
fis-4230	12	49	(	(	PUNCT
fis-4230	12	50	2023	2023	NUM
fis-4230	12	51	)	)	PUNCT
fis-4230	12	52	270	270	NUM
fis-4230	12	53	-	-	SYM
fis-4230	12	54	288	288	NUM
fis-4230	12	55	received	receive	VERB
fis-4230	12	56	:	:	PUNCT
fis-4230	12	57	17.04.2023	17.04.2023	NUM
fis-4230	12	58	accepted	accept	VERB
fis-4230	12	59	:	:	PUNCT
fis-4230	12	60	15.06.2023	15.06.2023	NUM
fis-4230	12	61	online	online	ADJ
fis-4230	12	62	first	first	ADV
fis-4230	12	63	:	:	PUNCT
fis-4230	12	64	17.06.2023	17.06.2023	NUM
fis-4230	12	65	published	publish	VERB
fis-4230	12	66	:	:	PUNCT
fis-4230	12	67	01.07.2023	01.07.2023	NUM
fis-4230	12	68	copyright	copyright	NOUN
fis-4230	12	69	:	:	PUNCT
fis-4230	13	1	©	©	PROPN
fis-4230	13	2	2023	2023	NUM
fis-4230	13	3	this	this	PRON
fis-4230	13	4	is	be	AUX
fis-4230	13	5	an	an	DET
fis-4230	13	6	open	open	ADJ
fis-4230	13	7	access	access	NOUN
fis-4230	13	8	article	article	NOUN
fis-4230	13	9	under	under	ADP
fis-4230	13	10	the	the	DET
fis-4230	13	11	terms	term	NOUN
fis-4230	13	12	of	of	ADP
fis-4230	13	13	the	the	DET
fis-4230	13	14	cc	cc	NOUN
fis-4230	13	15	-	-	PUNCT
fis-4230	13	16	by	by	ADP
fis-4230	13	17	4.0	4.0	NUM
fis-4230	13	18	,	,	PUNCT
fis-4230	13	19	which	which	PRON
fis-4230	13	20	permits	permit	VERB
fis-4230	13	21	unrestricted	unrestricted	ADJ
fis-4230	13	22	use	use	NOUN
fis-4230	13	23	,	,	PUNCT
fis-4230	13	24	distribution	distribution	NOUN
fis-4230	13	25	,	,	PUNCT
fis-4230	13	26	and	and	CCONJ
fis-4230	13	27	reproduction	reproduction	NOUN
fis-4230	13	28	in	in	ADP
fis-4230	13	29	any	any	DET
fis-4230	13	30	medium	medium	NOUN
fis-4230	13	31	,	,	PUNCT
fis-4230	13	32	provided	provide	VERB
fis-4230	13	33	the	the	DET
fis-4230	13	34	original	original	ADJ
fis-4230	13	35	author	author	NOUN
fis-4230	13	36	and	and	CCONJ
fis-4230	13	37	source	source	NOUN
fis-4230	13	38	are	be	AUX
fis-4230	13	39	credited	credit	VERB
fis-4230	13	40	.	.	PUNCT
fis-4230	14	1	introduction	introduction	NOUN
fis-4230	14	2	igh	igh	PROPN
fis-4230	14	3	strength	strength	PROPN
fis-4230	14	4	concrete	concrete	PROPN
fis-4230	14	5	,	,	PUNCT
fis-4230	14	6	hsc	hsc	PROPN
fis-4230	14	7	,	,	PUNCT
fis-4230	14	8	has	have	AUX
fis-4230	14	9	been	be	AUX
fis-4230	14	10	easily	easily	ADV
fis-4230	14	11	used	use	VERB
fis-4230	14	12	in	in	ADP
fis-4230	14	13	building	build	VERB
fis-4230	14	14	construction	construction	NOUN
fis-4230	14	15	.	.	PUNCT
fis-4230	15	1	however	however	ADV
fis-4230	15	2	,	,	PUNCT
fis-4230	15	3	its	its	PRON
fis-4230	15	4	brittle	brittle	ADJ
fis-4230	15	5	behavior	behavior	NOUN
fis-4230	15	6	remains	remain	VERB
fis-4230	15	7	an	an	DET
fis-4230	15	8	obstacle	obstacle	NOUN
fis-4230	15	9	to	to	ADP
fis-4230	15	10	using	use	VERB
fis-4230	15	11	it	it	PRON
fis-4230	15	12	.	.	PUNCT
fis-4230	16	1	hsc	hsc	PROPN
fis-4230	16	2	can	can	AUX
fis-4230	16	3	be	be	AUX
fis-4230	16	4	used	use	VERB
fis-4230	16	5	in	in	ADP
fis-4230	16	6	compression	compression	NOUN
fis-4230	16	7	structural	structural	ADJ
fis-4230	16	8	elements	element	NOUN
fis-4230	16	9	(	(	PUNCT
fis-4230	16	10	like	like	ADP
fis-4230	16	11	columns	column	NOUN
fis-4230	16	12	)	)	PUNCT
fis-4230	16	13	to	to	PART
fis-4230	16	14	reduce	reduce	VERB
fis-4230	16	15	their	their	PRON
fis-4230	16	16	crosssection	crosssection	NOUN
fis-4230	16	17	and	and	CCONJ
fis-4230	16	18	reinforcement	reinforcement	NOUN
fis-4230	16	19	steel	steel	NOUN
fis-4230	16	20	.	.	PUNCT
fis-4230	17	1	hsc	hsc	PROPN
fis-4230	17	2	can	can	AUX
fis-4230	17	3	be	be	AUX
fis-4230	17	4	used	use	VERB
fis-4230	17	5	in	in	ADP
fis-4230	17	6	elements	element	NOUN
fis-4230	17	7	subjected	subject	VERB
fis-4230	17	8	to	to	ADP
fis-4230	17	9	bending	bend	VERB
fis-4230	17	10	moment	moment	NOUN
fis-4230	17	11	,	,	PUNCT
fis-4230	17	12	which	which	PRON
fis-4230	17	13	gives	give	VERB
fis-4230	17	14	higher	high	ADJ
fis-4230	17	15	load	load	NOUN
fis-4230	17	16	capacity	capacity	NOUN
fis-4230	17	17	compared	compare	VERB
fis-4230	17	18	to	to	ADP
fis-4230	17	19	normal	normal	ADJ
fis-4230	17	20	concrete	concrete	NOUN
fis-4230	17	21	,	,	PUNCT
fis-4230	17	22	in	in	ADP
fis-4230	17	23	addition	addition	NOUN
fis-4230	17	24	,	,	PUNCT
fis-4230	17	25	to	to	ADP
fis-4230	17	26	minimizing	minimize	VERB
fis-4230	17	27	deflection	deflection	NOUN
fis-4230	17	28	and	and	CCONJ
fis-4230	17	29	fracture	fracture	NOUN
fis-4230	17	30	in	in	ADP
fis-4230	17	31	a	a	DET
fis-4230	17	32	brittle	brittle	ADJ
fis-4230	17	33	manner	manner	NOUN
fis-4230	17	34	,	,	PUNCT
fis-4230	17	35	so	so	SCONJ
fis-4230	17	36	hsc	hsc	PROPN
fis-4230	17	37	h	h	PROPN
fis-4230	18	1	https://youtu.be/perruxbl0we	https://youtu.be/perruxbl0we	PROPN
fis-4230	18	2	s.	s.	PROPN
fis-4230	18	3	s.	s.	PROPN
fis-4230	18	4	e.	e.	PROPN
fis-4230	18	5	ahmad	ahmad	PROPN
fis-4230	18	6	et	et	PROPN
fis-4230	18	7	alii	alii	PROPN
fis-4230	18	8	,	,	PUNCT
fis-4230	18	9	frattura	frattura	PROPN
fis-4230	18	10	ed	ed	PROPN
fis-4230	18	11	integrità	integrità	PROPN
fis-4230	18	12	strutturale	strutturale	PROPN
fis-4230	18	13	,	,	PUNCT
fis-4230	18	14	65	65	NUM
fis-4230	18	15	(	(	PUNCT
fis-4230	18	16	2023	2023	NUM
fis-4230	18	17	)	)	PUNCT
fis-4230	18	18	270	270	NUM
fis-4230	18	19	-	-	SYM
fis-4230	18	20	288	288	NUM
fis-4230	18	21	;	;	PUNCT
fis-4230	18	22	doi	doi	NOUN
fis-4230	18	23	:	:	PUNCT
fis-4230	18	24	10.3221	10.3221	NUM
fis-4230	18	25	/	/	SYM
fis-4230	18	26	igf	igf	PROPN
fis-4230	18	27	-	-	PUNCT
fis-4230	18	28	esis.65.18	esis.65.18	X
fis-4230	18	29	271	271	NUM
fis-4230	18	30	can	can	AUX
fis-4230	18	31	be	be	AUX
fis-4230	18	32	constructed	construct	VERB
fis-4230	18	33	as	as	ADP
fis-4230	18	34	a	a	DET
fis-4230	18	35	part	part	NOUN
fis-4230	18	36	of	of	ADP
fis-4230	18	37	an	an	DET
fis-4230	18	38	element	element	NOUN
fis-4230	18	39	for	for	ADP
fis-4230	18	40	getting	get	VERB
fis-4230	18	41	high	high	ADJ
fis-4230	18	42	load	load	NOUN
fis-4230	18	43	capacity	capacity	NOUN
fis-4230	18	44	with	with	ADP
fis-4230	18	45	a	a	DET
fis-4230	18	46	deflection	deflection	NOUN
fis-4230	18	47	ensure	ensure	VERB
fis-4230	18	48	serviceability	serviceability	NOUN
fis-4230	18	49	limit	limit	NOUN
fis-4230	18	50	state	state	NOUN
fis-4230	18	51	.	.	PUNCT
fis-4230	19	1	that	that	DET
fis-4230	19	2	concept	concept	NOUN
fis-4230	19	3	of	of	ADP
fis-4230	19	4	construction	construction	NOUN
fis-4230	19	5	is	be	AUX
fis-4230	19	6	applied	apply	VERB
fis-4230	19	7	in	in	ADP
fis-4230	19	8	functionally	functionally	ADV
fis-4230	19	9	graded	grade	VERB
fis-4230	19	10	concrete	concrete	ADJ
fis-4230	19	11	,	,	PUNCT
fis-4230	19	12	fgc	fgc	ADJ
fis-4230	19	13	,	,	PUNCT
fis-4230	19	14	[	[	X
fis-4230	19	15	1	1	NUM
fis-4230	19	16	]	]	PUNCT
fis-4230	19	17	.	.	PUNCT
fis-4230	20	1	experimental	experimental	ADJ
fis-4230	20	2	work	work	NOUN
fis-4230	20	3	was	be	AUX
fis-4230	20	4	done	do	VERB
fis-4230	20	5	using	use	VERB
fis-4230	20	6	fgc	fgc	NOUN
fis-4230	20	7	with	with	ADP
fis-4230	20	8	two	two	NUM
fis-4230	20	9	types	type	NOUN
fis-4230	20	10	of	of	ADP
fis-4230	20	11	concrete	concrete	NOUN
fis-4230	20	12	,	,	PUNCT
fis-4230	20	13	one	one	NUM
fis-4230	20	14	with	with	ADP
fis-4230	20	15	steel	steel	NOUN
fis-4230	20	16	fiber	fiber	NOUN
fis-4230	20	17	and	and	CCONJ
fis-4230	20	18	another	another	PRON
fis-4230	20	19	with	with	ADP
fis-4230	20	20	polypropylene	polypropylene	NOUN
fis-4230	20	21	fiber	fiber	NOUN
fis-4230	20	22	with	with	ADP
fis-4230	20	23	three	three	NUM
fis-4230	20	24	different	different	ADJ
fis-4230	20	25	ratios	ratio	NOUN
fis-4230	20	26	of	of	ADP
fis-4230	20	27	0.5	0.5	NUM
fis-4230	20	28	,	,	PUNCT
fis-4230	20	29	1	1	NUM
fis-4230	20	30	,	,	PUNCT
fis-4230	20	31	and	and	CCONJ
fis-4230	20	32	2	2	NUM
fis-4230	20	33	%	%	NOUN
fis-4230	20	34	,	,	PUNCT
fis-4230	20	35	and	and	CCONJ
fis-4230	20	36	different	different	ADJ
fis-4230	20	37	configurations	configuration	NOUN
fis-4230	20	38	of	of	ADP
fis-4230	20	39	concrete	concrete	NOUN
fis-4230	20	40	in	in	ADP
fis-4230	20	41	the	the	DET
fis-4230	20	42	cross	cross	NOUN
fis-4230	20	43	section	section	NOUN
fis-4230	20	44	.	.	PUNCT
fis-4230	21	1	the	the	DET
fis-4230	21	2	best	good	ADJ
fis-4230	21	3	performance	performance	NOUN
fis-4230	21	4	in	in	ADP
fis-4230	21	5	a	a	DET
fis-4230	21	6	single	single	ADJ
fis-4230	21	7	type	type	NOUN
fis-4230	21	8	of	of	ADP
fis-4230	21	9	concrete	concrete	NOUN
fis-4230	21	10	was	be	AUX
fis-4230	21	11	found	find	VERB
fis-4230	21	12	when	when	SCONJ
fis-4230	21	13	using	use	VERB
fis-4230	21	14	a	a	DET
fis-4230	21	15	2	2	NUM
fis-4230	21	16	%	%	NOUN
fis-4230	21	17	percentage	percentage	NOUN
fis-4230	21	18	of	of	ADP
fis-4230	21	19	steel	steel	NOUN
fis-4230	21	20	fiber	fiber	NOUN
fis-4230	21	21	and	and	CCONJ
fis-4230	21	22	for	for	ADP
fis-4230	21	23	fgc	fgc	NOUN
fis-4230	21	24	using	use	VERB
fis-4230	21	25	steel	steel	NOUN
fis-4230	21	26	fiber	fiber	NOUN
fis-4230	21	27	in	in	ADP
fis-4230	21	28	the	the	DET
fis-4230	21	29	tension	tension	NOUN
fis-4230	21	30	zone	zone	NOUN
fis-4230	21	31	and	and	CCONJ
fis-4230	21	32	polypropylene	polypropylene	NOUN
fis-4230	21	33	fiber	fiber	NOUN
fis-4230	21	34	in	in	ADP
fis-4230	21	35	the	the	DET
fis-4230	21	36	compression	compression	NOUN
fis-4230	21	37	zone	zone	NOUN
fis-4230	21	38	with	with	ADP
fis-4230	21	39	1	1	NUM
fis-4230	21	40	%	%	NOUN
fis-4230	21	41	,	,	PUNCT
fis-4230	21	42	which	which	PRON
fis-4230	21	43	was	be	AUX
fis-4230	21	44	preferred	prefer	VERB
fis-4230	21	45	in	in	ADP
fis-4230	21	46	performance	performance	NOUN
fis-4230	21	47	and	and	CCONJ
fis-4230	21	48	economy	economy	NOUN
fis-4230	21	49	[	[	X
fis-4230	21	50	2	2	NUM
fis-4230	21	51	]	]	PUNCT
fis-4230	21	52	.	.	PUNCT
fis-4230	22	1	another	another	DET
fis-4230	22	2	concept	concept	NOUN
fis-4230	22	3	of	of	ADP
fis-4230	22	4	fgc	fgc	NOUN
fis-4230	22	5	by	by	ADP
fis-4230	22	6	using	use	VERB
fis-4230	22	7	a	a	DET
fis-4230	22	8	layer	layer	NOUN
fis-4230	22	9	of	of	ADP
fis-4230	22	10	lightweight	lightweight	ADJ
fis-4230	22	11	concrete	concrete	NOUN
fis-4230	22	12	around	around	ADP
fis-4230	22	13	the	the	DET
fis-4230	22	14	neutral	neutral	ADJ
fis-4230	22	15	axis	axis	NOUN
fis-4230	22	16	in	in	ADP
fis-4230	22	17	-	-	PUNCT
fis-4230	22	18	between	between	ADP
fis-4230	22	19	compressive	compressive	ADJ
fis-4230	22	20	fiber	fiber	NOUN
fis-4230	22	21	reinforced	reinforce	VERB
fis-4230	22	22	concrete	concrete	NOUN
fis-4230	22	23	,	,	PUNCT
fis-4230	22	24	frc	frc	NOUN
fis-4230	22	25	,	,	PUNCT
fis-4230	22	26	or	or	CCONJ
fis-4230	22	27	normal	normal	ADJ
fis-4230	22	28	concrete	concrete	ADJ
fis-4230	22	29	and	and	CCONJ
fis-4230	22	30	tensile	tensile	NOUN
fis-4230	22	31	layer	layer	NOUN
fis-4230	22	32	frc	frc	NOUN
fis-4230	22	33	.	.	PUNCT
fis-4230	23	1	the	the	DET
fis-4230	23	2	result	result	NOUN
fis-4230	23	3	showed	show	VERB
fis-4230	23	4	that	that	SCONJ
fis-4230	23	5	flexural	flexural	ADJ
fis-4230	23	6	strength	strength	NOUN
fis-4230	23	7	ranges	range	VERB
fis-4230	23	8	between	between	ADP
fis-4230	23	9	94	94	NUM
fis-4230	23	10	-	-	SYM
fis-4230	23	11	100	100	NUM
fis-4230	23	12	percent	percent	NOUN
fis-4230	23	13	of	of	ADP
fis-4230	23	14	the	the	DET
fis-4230	23	15	beam	beam	NOUN
fis-4230	23	16	full	full	ADJ
fis-4230	23	17	depth	depth	NOUN
fis-4230	23	18	with	with	ADP
fis-4230	23	19	the	the	DET
fis-4230	23	20	same	same	ADJ
fis-4230	23	21	concrete	concrete	ADJ
fis-4230	23	22	type	type	NOUN
fis-4230	23	23	frc	frc	NOUN
fis-4230	23	24	.	.	PUNCT
fis-4230	24	1	using	use	VERB
fis-4230	24	2	frc	frc	PRON
fis-4230	24	3	in	in	ADP
fis-4230	24	4	the	the	DET
fis-4230	24	5	tension	tension	NOUN
fis-4230	24	6	and	and	CCONJ
fis-4230	24	7	compression	compression	NOUN
fis-4230	24	8	zone	zone	NOUN
fis-4230	24	9	gives	give	VERB
fis-4230	24	10	higher	high	ADJ
fis-4230	24	11	toughness	toughness	NOUN
fis-4230	24	12	than	than	ADP
fis-4230	24	13	using	use	VERB
fis-4230	24	14	frc	frc	NOUN
fis-4230	24	15	in	in	ADP
fis-4230	24	16	the	the	DET
fis-4230	24	17	tension	tension	NOUN
fis-4230	24	18	zone	zone	NOUN
fis-4230	24	19	only.[3	only.[3	NUM
fis-4230	24	20	]	]	PUNCT
fis-4230	24	21	unreinforced	unreinforced	ADJ
fis-4230	24	22	concrete	concrete	ADJ
fis-4230	24	23	beams	beam	NOUN
fis-4230	24	24	’	'	PUNCT
fis-4230	24	25	flexural	flexural	ADJ
fis-4230	24	26	strength	strength	NOUN
fis-4230	24	27	is	be	AUX
fis-4230	24	28	affected	affect	VERB
fis-4230	24	29	by	by	ADP
fis-4230	24	30	compressive	compressive	ADJ
fis-4230	24	31	strength	strength	NOUN
fis-4230	24	32	in	in	ADP
fis-4230	24	33	tension	tension	NOUN
fis-4230	24	34	and	and	CCONJ
fis-4230	24	35	compression	compression	NOUN
fis-4230	24	36	zones	zone	NOUN
fis-4230	24	37	.	.	PUNCT
fis-4230	25	1	different	different	ADJ
fis-4230	25	2	thicknesses	thickness	NOUN
fis-4230	25	3	of	of	ADP
fis-4230	25	4	layered	layered	ADJ
fis-4230	25	5	concrete	concrete	ADJ
fis-4230	25	6	normal	normal	ADJ
fis-4230	25	7	strength	strength	NOUN
fis-4230	25	8	concrete	concrete	PROPN
fis-4230	25	9	(	(	PUNCT
fis-4230	25	10	nsc	nsc	PROPN
fis-4230	25	11	)	)	PUNCT
fis-4230	25	12	and	and	CCONJ
fis-4230	25	13	fiber	fiber	NOUN
fis-4230	25	14	-	-	PUNCT
fis-4230	25	15	reinforced	reinforce	VERB
fis-4230	25	16	geopolymer	geopolymer	NOUN
fis-4230	25	17	(	(	PUNCT
fis-4230	25	18	frg	frg	PROPN
fis-4230	25	19	)	)	PUNCT
fis-4230	25	20	with	with	ADP
fis-4230	25	21	different	different	ADJ
fis-4230	25	22	ratios	ratio	NOUN
fis-4230	25	23	of	of	ADP
fis-4230	25	24	fiber	fiber	NOUN
fis-4230	25	25	(	(	PUNCT
fis-4230	25	26	0	0	NUM
fis-4230	25	27	,	,	PUNCT
fis-4230	25	28	1.5	1.5	NUM
fis-4230	25	29	,	,	PUNCT
fis-4230	25	30	3	3	NUM
fis-4230	25	31	%	%	NOUN
fis-4230	25	32	)	)	PUNCT
fis-4230	25	33	were	be	AUX
fis-4230	25	34	studied	study	VERB
fis-4230	25	35	.	.	PUNCT
fis-4230	26	1	using	use	VERB
fis-4230	26	2	frg	frg	PROPN
fis-4230	26	3	in	in	ADP
fis-4230	26	4	the	the	DET
fis-4230	26	5	tension	tension	NOUN
fis-4230	26	6	zone	zone	NOUN
fis-4230	26	7	enhanced	enhance	VERB
fis-4230	26	8	flexural	flexural	ADJ
fis-4230	26	9	strength	strength	NOUN
fis-4230	26	10	and	and	CCONJ
fis-4230	26	11	toughness	toughness	NOUN
fis-4230	26	12	regardless	regardless	ADV
fis-4230	26	13	of	of	ADP
fis-4230	26	14	the	the	DET
fis-4230	26	15	ratio	ratio	NOUN
fis-4230	26	16	of	of	ADP
fis-4230	26	17	fiber	fiber	NOUN
fis-4230	26	18	used	use	VERB
fis-4230	26	19	.	.	PUNCT
fis-4230	27	1	flexural	flexural	ADJ
fis-4230	27	2	strength	strength	NOUN
fis-4230	27	3	enhancement	enhancement	NOUN
fis-4230	27	4	was	be	AUX
fis-4230	27	5	87.4	87.4	NUM
fis-4230	27	6	%	%	NOUN
fis-4230	27	7	when	when	SCONJ
fis-4230	27	8	using	use	VERB
fis-4230	27	9	half	half	DET
fis-4230	27	10	thickness	thickness	NOUN
fis-4230	27	11	layer	layer	NOUN
fis-4230	27	12	of	of	ADP
fis-4230	27	13	frg	frg	PROPN
fis-4230	27	14	compared	compare	VERB
fis-4230	27	15	to	to	ADP
fis-4230	27	16	the	the	DET
fis-4230	27	17	whole	whole	ADJ
fis-4230	27	18	section	section	NOUN
fis-4230	27	19	of	of	ADP
fis-4230	27	20	nsc[4	nsc[4	NUM
fis-4230	27	21	]	]	PUNCT
fis-4230	27	22	.	.	PUNCT
fis-4230	28	1	flexural	flexural	ADJ
fis-4230	28	2	strength	strength	NOUN
fis-4230	28	3	and	and	CCONJ
fis-4230	28	4	ductility	ductility	NOUN
fis-4230	28	5	of	of	ADP
fis-4230	28	6	concrete	concrete	ADJ
fis-4230	28	7	beams	beam	NOUN
fis-4230	28	8	are	be	AUX
fis-4230	28	9	controlled	control	VERB
fis-4230	28	10	by	by	ADP
fis-4230	28	11	reinforcing	reinforce	VERB
fis-4230	28	12	steel	steel	NOUN
fis-4230	28	13	in	in	ADP
fis-4230	28	14	compression	compression	NOUN
fis-4230	28	15	and	and	CCONJ
fis-4230	28	16	tension	tension	NOUN
fis-4230	28	17	,	,	PUNCT
fis-4230	28	18	also	also	ADV
fis-4230	28	19	concrete	concrete	ADJ
fis-4230	28	20	grade	grade	NOUN
fis-4230	28	21	.	.	PUNCT
fis-4230	29	1	using	use	VERB
fis-4230	29	2	a	a	DET
fis-4230	29	3	higher	high	ADJ
fis-4230	29	4	grade	grade	NOUN
fis-4230	29	5	of	of	ADP
fis-4230	29	6	concrete	concrete	NOUN
fis-4230	29	7	gives	give	VERB
fis-4230	29	8	a	a	DET
fis-4230	29	9	limited	limited	ADJ
fis-4230	29	10	increase	increase	NOUN
fis-4230	29	11	in	in	ADP
fis-4230	29	12	the	the	DET
fis-4230	29	13	strength	strength	NOUN
fis-4230	29	14	and	and	CCONJ
fis-4230	29	15	ductility	ductility	NOUN
fis-4230	29	16	of	of	ADP
fis-4230	29	17	concrete	concrete	ADJ
fis-4230	29	18	beams	beam	NOUN
fis-4230	29	19	.	.	PUNCT
fis-4230	30	1	same	same	ADJ
fis-4230	30	2	as	as	ADP
fis-4230	30	3	using	use	VERB
fis-4230	30	4	steel	steel	NOUN
fis-4230	30	5	in	in	ADP
fis-4230	30	6	a	a	DET
fis-4230	30	7	compression	compression	NOUN
fis-4230	30	8	zone	zone	NOUN
fis-4230	30	9	with	with	ADP
fis-4230	30	10	constant	constant	ADJ
fis-4230	30	11	tension	tension	NOUN
fis-4230	30	12	steel	steel	NOUN
fis-4230	30	13	,	,	PUNCT
fis-4230	30	14	which	which	PRON
fis-4230	30	15	increases	increase	VERB
fis-4230	30	16	flexural	flexural	ADJ
fis-4230	30	17	ductility	ductility	NOUN
fis-4230	30	18	with	with	ADP
fis-4230	30	19	little	little	ADJ
fis-4230	30	20	increase	increase	NOUN
fis-4230	30	21	in	in	ADP
fis-4230	30	22	strength	strength	NOUN
fis-4230	30	23	.	.	PUNCT
fis-4230	31	1	using	use	VERB
fis-4230	31	2	a	a	DET
fis-4230	31	3	combined	combine	VERB
fis-4230	31	4	increase	increase	NOUN
fis-4230	31	5	in	in	ADP
fis-4230	31	6	tension	tension	NOUN
fis-4230	31	7	and	and	CCONJ
fis-4230	31	8	compression	compression	NOUN
fis-4230	31	9	steel	steel	NOUN
fis-4230	31	10	produces	produce	VERB
fis-4230	31	11	a	a	DET
fis-4230	31	12	significant	significant	ADJ
fis-4230	31	13	increase	increase	NOUN
fis-4230	31	14	in	in	ADP
fis-4230	31	15	flexural	flexural	ADJ
fis-4230	31	16	strength	strength	NOUN
fis-4230	31	17	without	without	ADP
fis-4230	31	18	decreasing	decrease	VERB
fis-4230	31	19	ductility	ductility	NOUN
fis-4230	31	20	[	[	X
fis-4230	31	21	5	5	NUM
fis-4230	31	22	]	]	PUNCT
fis-4230	31	23	,	,	PUNCT
fis-4230	31	24	[	[	X
fis-4230	31	25	6	6	NUM
fis-4230	31	26	]	]	PUNCT
fis-4230	31	27	.	.	PUNCT
fis-4230	32	1	for	for	ADP
fis-4230	32	2	structural	structural	ADJ
fis-4230	32	3	members	member	NOUN
fis-4230	32	4	subjected	subject	VERB
fis-4230	32	5	to	to	ADP
fis-4230	32	6	bending	bend	VERB
fis-4230	32	7	moment	moment	NOUN
fis-4230	32	8	and	and	CCONJ
fis-4230	32	9	resisting	resist	VERB
fis-4230	32	10	high	high	ADJ
fis-4230	32	11	load	load	NOUN
fis-4230	32	12	capacity	capacity	NOUN
fis-4230	32	13	with	with	ADP
fis-4230	32	14	a	a	DET
fis-4230	32	15	small	small	ADJ
fis-4230	32	16	section	section	NOUN
fis-4230	32	17	,	,	PUNCT
fis-4230	32	18	hsc	hsc	PROPN
fis-4230	32	19	can	can	AUX
fis-4230	32	20	be	be	AUX
fis-4230	32	21	used	use	VERB
fis-4230	32	22	for	for	ADP
fis-4230	32	23	resisting	resist	VERB
fis-4230	32	24	load	load	NOUN
fis-4230	32	25	.	.	PUNCT
fis-4230	33	1	however	however	ADV
fis-4230	33	2	,	,	PUNCT
fis-4230	33	3	its	its	PRON
fis-4230	33	4	brittle	brittle	ADJ
fis-4230	33	5	failure	failure	NOUN
fis-4230	33	6	or	or	CCONJ
fis-4230	33	7	increasing	increase	VERB
fis-4230	33	8	main	main	ADJ
fis-4230	33	9	steel	steel	NOUN
fis-4230	33	10	reinforcement	reinforcement	NOUN
fis-4230	33	11	leads	lead	VERB
fis-4230	33	12	to	to	ADP
fis-4230	33	13	a	a	DET
fis-4230	33	14	reduction	reduction	NOUN
fis-4230	33	15	in	in	ADP
fis-4230	33	16	element	element	NOUN
fis-4230	33	17	ductility	ductility	NOUN
fis-4230	33	18	.	.	PUNCT
fis-4230	34	1	mansor	mansor	PROPN
fis-4230	34	2	et	et	PROPN
fis-4230	34	3	al	al	PROPN
fis-4230	34	4	.	.	PROPN
fis-4230	35	1	studied	study	VERB
fis-4230	35	2	beams	beam	NOUN
fis-4230	35	3	'	'	PART
fis-4230	35	4	strength	strength	NOUN
fis-4230	35	5	,	,	PUNCT
fis-4230	35	6	ductility	ductility	NOUN
fis-4230	35	7	,	,	PUNCT
fis-4230	35	8	and	and	CCONJ
fis-4230	35	9	deflection	deflection	NOUN
fis-4230	35	10	with	with	ADP
fis-4230	35	11	different	different	ADJ
fis-4230	35	12	ratios	ratio	NOUN
fis-4230	35	13	of	of	ADP
fis-4230	35	14	main	main	ADJ
fis-4230	35	15	steel	steel	NOUN
fis-4230	35	16	reinforcement	reinforcement	NOUN
fis-4230	35	17	.	.	PUNCT
fis-4230	36	1	it	it	PRON
fis-4230	36	2	was	be	AUX
fis-4230	36	3	concluded	conclude	VERB
fis-4230	36	4	that	that	SCONJ
fis-4230	36	5	the	the	DET
fis-4230	36	6	displacement	displacement	ADJ
fis-4230	36	7	ductility	ductility	NOUN
fis-4230	36	8	index	index	NOUN
fis-4230	36	9	decreases	decrease	VERB
fis-4230	36	10	as	as	ADP
fis-4230	36	11	the	the	DET
fis-4230	36	12	ratio	ratio	NOUN
fis-4230	36	13	of	of	ADP
fis-4230	36	14	main	main	ADJ
fis-4230	36	15	reinforcement	reinforcement	NOUN
fis-4230	36	16	increase	increase	NOUN
fis-4230	36	17	with	with	ADP
fis-4230	36	18	a	a	DET
fis-4230	36	19	sharp	sharp	ADJ
fis-4230	36	20	reduction	reduction	NOUN
fis-4230	36	21	in	in	ADP
fis-4230	36	22	the	the	DET
fis-4230	36	23	high	high	ADJ
fis-4230	36	24	ratio	ratio	NOUN
fis-4230	36	25	.	.	PUNCT
fis-4230	37	1	at	at	ADP
fis-4230	37	2	specific	specific	ADJ
fis-4230	37	3	load	load	NOUN
fis-4230	37	4	in	in	ADP
fis-4230	37	5	the	the	DET
fis-4230	37	6	elastic	elastic	ADJ
fis-4230	37	7	range	range	NOUN
fis-4230	37	8	,	,	PUNCT
fis-4230	37	9	the	the	DET
fis-4230	37	10	deflection	deflection	NOUN
fis-4230	37	11	of	of	ADP
fis-4230	37	12	beams	beam	NOUN
fis-4230	37	13	was	be	AUX
fis-4230	37	14	affected	affect	VERB
fis-4230	37	15	by	by	ADP
fis-4230	37	16	the	the	DET
fis-4230	37	17	steel	steel	NOUN
fis-4230	37	18	ratio	ratio	NOUN
fis-4230	37	19	.	.	PUNCT
fis-4230	38	1	a	a	DET
fis-4230	38	2	higher	high	ADJ
fis-4230	38	3	ratio	ratio	NOUN
fis-4230	38	4	of	of	ADP
fis-4230	38	5	steel	steel	NOUN
fis-4230	38	6	records	record	NOUN
fis-4230	38	7	low	low	ADJ
fis-4230	38	8	deflection	deflection	NOUN
fis-4230	38	9	as	as	ADP
fis-4230	38	10	the	the	DET
fis-4230	38	11	same	same	ADJ
fis-4230	38	12	at	at	ADP
fis-4230	38	13	max	max	PROPN
fis-4230	38	14	load	load	NOUN
fis-4230	38	15	.	.	PUNCT
fis-4230	39	1	[	[	X
fis-4230	39	2	7	7	NUM
fis-4230	39	3	]	]	PUNCT
fis-4230	39	4	.	.	PUNCT
fis-4230	40	1	another	another	DET
fis-4230	40	2	study	study	NOUN
fis-4230	40	3	showed	show	VERB
fis-4230	40	4	different	different	ADJ
fis-4230	40	5	ratios	ratio	NOUN
fis-4230	40	6	of	of	ADP
fis-4230	40	7	main	main	ADJ
fis-4230	40	8	steel	steel	NOUN
fis-4230	40	9	reinforcement	reinforcement	NOUN
fis-4230	40	10	with	with	ADP
fis-4230	40	11	different	different	ADJ
fis-4230	40	12	types	type	NOUN
fis-4230	40	13	of	of	ADP
fis-4230	40	14	confinement	confinement	NOUN
fis-4230	40	15	in	in	ADP
fis-4230	40	16	the	the	DET
fis-4230	40	17	compression	compression	NOUN
fis-4230	40	18	zone	zone	NOUN
fis-4230	40	19	.	.	PUNCT
fis-4230	41	1	the	the	DET
fis-4230	41	2	result	result	NOUN
fis-4230	41	3	showed	show	VERB
fis-4230	41	4	that	that	SCONJ
fis-4230	41	5	confining	confine	VERB
fis-4230	41	6	compression	compression	NOUN
fis-4230	41	7	zone	zone	NOUN
fis-4230	41	8	with	with	ADP
fis-4230	41	9	steel	steel	NOUN
fis-4230	41	10	fiber	fiber	NOUN
fis-4230	41	11	and	and	CCONJ
fis-4230	41	12	carbon	carbon	NOUN
fis-4230	41	13	fiber	fiber	NOUN
fis-4230	41	14	reinforced	reinforce	VERB
fis-4230	41	15	polymer	polymer	NOUN
fis-4230	41	16	sheet	sheet	NOUN
fis-4230	41	17	(	(	PUNCT
fis-4230	41	18	cfrps	cfrps	PROPN
fis-4230	41	19	)	)	PUNCT
fis-4230	41	20	gives	give	VERB
fis-4230	41	21	higher	high	ADJ
fis-4230	41	22	load	load	NOUN
fis-4230	41	23	capacity	capacity	NOUN
fis-4230	41	24	than	than	ADP
fis-4230	41	25	reinforced	reinforce	VERB
fis-4230	41	26	concrete	concrete	NOUN
fis-4230	41	27	without	without	ADP
fis-4230	41	28	confinement	confinement	NOUN
fis-4230	41	29	,	,	PUNCT
fis-4230	41	30	in	in	ADP
fis-4230	41	31	addition	addition	NOUN
fis-4230	41	32	to	to	ADP
fis-4230	41	33	increasing	increase	VERB
fis-4230	41	34	the	the	DET
fis-4230	41	35	ductility	ductility	NOUN
fis-4230	41	36	of	of	ADP
fis-4230	41	37	beams	beam	NOUN
fis-4230	41	38	for	for	ADP
fis-4230	41	39	all	all	DET
fis-4230	41	40	reinforcement	reinforcement	NOUN
fis-4230	41	41	ratios	ratio	NOUN
fis-4230	41	42	[	[	X
fis-4230	41	43	8	8	NUM
fis-4230	41	44	]	]	PUNCT
fis-4230	41	45	.	.	PUNCT
fis-4230	42	1	strengthening	strengthen	VERB
fis-4230	42	2	of	of	ADP
fis-4230	42	3	beams	beam	NOUN
fis-4230	42	4	with	with	ADP
fis-4230	42	5	high	high	ADJ
fis-4230	42	6	-	-	PUNCT
fis-4230	42	7	strength	strength	NOUN
fis-4230	42	8	stainless	stainless	ADJ
fis-4230	42	9	steel	steel	PROPN
fis-4230	42	10	wire	wire	NOUN
fis-4230	42	11	rope	rope	NOUN
fis-4230	42	12	(	(	PUNCT
fis-4230	42	13	hssswr	hssswr	VERB
fis-4230	42	14	)	)	PUNCT
fis-4230	42	15	is	be	AUX
fis-4230	42	16	also	also	ADV
fis-4230	42	17	affected	affect	VERB
fis-4230	42	18	the	the	PRON
fis-4230	42	19	by	by	ADP
fis-4230	42	20	steel	steel	NOUN
fis-4230	42	21	reinforcement	reinforcement	NOUN
fis-4230	42	22	ratio	ratio	NOUN
fis-4230	42	23	.	.	PUNCT
fis-4230	43	1	ke	ke	PROPN
fis-4230	43	2	li	li	PROPN
fis-4230	43	3	et	et	PROPN
fis-4230	43	4	al	al	PROPN
fis-4230	43	5	.	.	PROPN
fis-4230	43	6	studied	study	VERB
fis-4230	43	7	strengthened	strengthen	VERB
fis-4230	43	8	beams	beam	NOUN
fis-4230	43	9	with	with	ADP
fis-4230	43	10	hssswr	hssswr	VERB
fis-4230	43	11	using	use	VERB
fis-4230	43	12	different	different	ADJ
fis-4230	43	13	ratios	ratio	NOUN
fis-4230	43	14	of	of	ADP
fis-4230	43	15	steel	steel	NOUN
fis-4230	43	16	reinforcement	reinforcement	NOUN
fis-4230	43	17	.	.	PUNCT
fis-4230	44	1	the	the	DET
fis-4230	44	2	result	result	NOUN
fis-4230	44	3	showed	show	VERB
fis-4230	44	4	that	that	SCONJ
fis-4230	44	5	the	the	DET
fis-4230	44	6	failure	failure	NOUN
fis-4230	44	7	mode	mode	NOUN
fis-4230	44	8	of	of	ADP
fis-4230	44	9	strengthened	strengthen	VERB
fis-4230	44	10	beams	beam	NOUN
fis-4230	44	11	was	be	AUX
fis-4230	44	12	concrete	concrete	ADJ
fis-4230	44	13	crushing	crush	VERB
fis-4230	44	14	followed	follow	VERB
fis-4230	44	15	by	by	ADP
fis-4230	44	16	reinforcement	reinforcement	NOUN
fis-4230	44	17	layer	layer	NOUN
fis-4230	44	18	rupture	rupture	NOUN
fis-4230	44	19	when	when	SCONJ
fis-4230	44	20	using	use	VERB
fis-4230	44	21	a	a	DET
fis-4230	44	22	low	low	ADJ
fis-4230	44	23	steel	steel	NOUN
fis-4230	44	24	reinforcement	reinforcement	NOUN
fis-4230	44	25	ratio	ratio	NOUN
fis-4230	44	26	,	,	PUNCT
fis-4230	44	27	while	while	SCONJ
fis-4230	44	28	using	use	VERB
fis-4230	44	29	high	high	ADJ
fis-4230	44	30	steel	steel	NOUN
fis-4230	44	31	reinforcement	reinforcement	NOUN
fis-4230	44	32	the	the	DET
fis-4230	44	33	failure	failure	NOUN
fis-4230	44	34	was	be	AUX
fis-4230	44	35	concrete	concrete	ADJ
fis-4230	44	36	crushing	crush	VERB
fis-4230	44	37	without	without	ADP
fis-4230	44	38	reinforcement	reinforcement	NOUN
fis-4230	44	39	layer	layer	NOUN
fis-4230	44	40	rupture	rupture	NOUN
fis-4230	44	41	[	[	X
fis-4230	44	42	9	9	NUM
fis-4230	44	43	]	]	PUNCT
fis-4230	44	44	.	.	PUNCT
fis-4230	45	1	two	two	NUM
fis-4230	45	2	methods	method	NOUN
fis-4230	45	3	have	have	AUX
fis-4230	45	4	been	be	AUX
fis-4230	45	5	studied	study	VERB
fis-4230	45	6	for	for	ADP
fis-4230	45	7	maintaining	maintain	VERB
fis-4230	45	8	a	a	DET
fis-4230	45	9	minimum	minimum	ADJ
fis-4230	45	10	level	level	NOUN
fis-4230	45	11	of	of	ADP
fis-4230	45	12	flexural	flexural	ADJ
fis-4230	45	13	ductility	ductility	NOUN
fis-4230	45	14	,	,	PUNCT
fis-4230	45	15	moment	moment	NOUN
fis-4230	45	16	curvature	curvature	NOUN
fis-4230	45	17	,	,	PUNCT
fis-4230	45	18	and	and	CCONJ
fis-4230	45	19	neutral	neutral	ADJ
fis-4230	45	20	axis	axis	NOUN
fis-4230	45	21	to	to	ADP
fis-4230	45	22	effective	effective	ADJ
fis-4230	45	23	depth	depth	NOUN
fis-4230	45	24	ratio	ratio	NOUN
fis-4230	45	25	.	.	PUNCT
fis-4230	46	1	studying	study	VERB
fis-4230	46	2	compression	compression	NOUN
fis-4230	46	3	zone	zone	NOUN
fis-4230	46	4	in	in	ADP
fis-4230	46	5	flexural	flexural	ADJ
fis-4230	46	6	members	member	NOUN
fis-4230	46	7	by	by	ADP
fis-4230	46	8	adding	add	VERB
fis-4230	46	9	compression	compression	NOUN
fis-4230	46	10	reinforcements	reinforcement	NOUN
fis-4230	46	11	or	or	CCONJ
fis-4230	46	12	confining	confine	VERB
fis-4230	46	13	compression	compression	NOUN
fis-4230	46	14	zone	zone	NOUN
fis-4230	46	15	or	or	CCONJ
fis-4230	46	16	both	both	DET
fis-4230	46	17	enhances	enhance	VERB
fis-4230	46	18	the	the	DET
fis-4230	46	19	moment	moment	NOUN
fis-4230	46	20	capacity	capacity	NOUN
fis-4230	46	21	case	case	NOUN
fis-4230	46	22	of	of	ADP
fis-4230	46	23	under	under	ADP
fis-4230	46	24	reinforced	reinforce	VERB
fis-4230	46	25	sections	section	NOUN
fis-4230	46	26	and	and	CCONJ
fis-4230	46	27	increases	increase	NOUN
fis-4230	46	28	moment	moment	VERB
fis-4230	46	29	capacity	capacity	NOUN
fis-4230	46	30	and	and	CCONJ
fis-4230	46	31	ductility	ductility	NOUN
fis-4230	46	32	for	for	ADP
fis-4230	46	33	over	over	ADP
fis-4230	46	34	reinforced	reinforce	VERB
fis-4230	46	35	sections	section	NOUN
fis-4230	46	36	[	[	X
fis-4230	46	37	8	8	NUM
fis-4230	46	38	]	]	PUNCT
fis-4230	46	39	.	.	PUNCT
fis-4230	47	1	ductility	ductility	NOUN
fis-4230	47	2	according	accord	VERB
fis-4230	47	3	to	to	ADP
fis-4230	47	4	moment	moment	NOUN
fis-4230	47	5	curvature	curvature	NOUN
fis-4230	47	6	decreases	decrease	NOUN
fis-4230	47	7	with	with	ADP
fis-4230	47	8	increasing	increase	VERB
fis-4230	47	9	main	main	ADJ
fis-4230	47	10	steel	steel	NOUN
fis-4230	47	11	ratio	ratio	NOUN
fis-4230	47	12	but	but	CCONJ
fis-4230	47	13	increases	increase	NOUN
fis-4230	47	14	using	use	VERB
fis-4230	47	15	compression	compression	NOUN
fis-4230	47	16	reinforcements	reinforcement	NOUN
fis-4230	47	17	or	or	CCONJ
fis-4230	47	18	confining	confine	VERB
fis-4230	47	19	compression	compression	NOUN
fis-4230	47	20	zone	zone	NOUN
fis-4230	47	21	at	at	ADP
fis-4230	47	22	the	the	DET
fis-4230	47	23	same	same	ADJ
fis-4230	47	24	ratio	ratio	NOUN
fis-4230	47	25	.	.	PUNCT
fis-4230	48	1	to	to	PART
fis-4230	48	2	maintain	maintain	VERB
fis-4230	48	3	minimum	minimum	ADJ
fis-4230	48	4	flexural	flexural	ADJ
fis-4230	48	5	ductility	ductility	NOUN
fis-4230	48	6	,	,	PUNCT
fis-4230	48	7	the	the	DET
fis-4230	48	8	curvature	curvature	NOUN
fis-4230	48	9	ductility	ductility	NOUN
fis-4230	48	10	factor	factor	NOUN
fis-4230	48	11	not	not	PART
fis-4230	48	12	decrease	decrease	VERB
fis-4230	48	13	than	than	ADP
fis-4230	48	14	3.22	3.22	NUM
fis-4230	48	15	or	or	CCONJ
fis-4230	48	16	steel	steel	NOUN
fis-4230	48	17	to	to	PART
fis-4230	48	18	balance	balance	NOUN
fis-4230	48	19	ratio	ratio	NOUN
fis-4230	48	20	should	should	AUX
fis-4230	48	21	be	be	AUX
fis-4230	48	22	0.75	0.75	NUM
fis-4230	48	23	,	,	PUNCT
fis-4230	48	24	or	or	CCONJ
fis-4230	48	25	the	the	DET
fis-4230	48	26	neutral	neutral	ADJ
fis-4230	48	27	axis	axis	NOUN
fis-4230	48	28	to	to	ADP
fis-4230	48	29	fixed	fix	VERB
fis-4230	48	30	depth	depth	NOUN
fis-4230	48	31	ratio	ratio	NOUN
fis-4230	48	32	equal	equal	ADJ
fis-4230	48	33	0.5	0.5	NUM
fis-4230	49	1	[	[	SYM
fis-4230	49	2	10	10	NUM
fis-4230	49	3	]	]	PUNCT
fis-4230	49	4	.	.	PUNCT
fis-4230	50	1	flexural	flexural	ADJ
fis-4230	50	2	ductility	ductility	NOUN
fis-4230	50	3	and	and	CCONJ
fis-4230	50	4	strength	strength	NOUN
fis-4230	50	5	of	of	ADP
fis-4230	50	6	concrete	concrete	ADJ
fis-4230	50	7	beams	beam	NOUN
fis-4230	50	8	were	be	AUX
fis-4230	50	9	studied	study	VERB
fis-4230	50	10	using	use	VERB
fis-4230	50	11	steel	steel	NOUN
fis-4230	50	12	fiber	fiber	NOUN
fis-4230	50	13	and	and	CCONJ
fis-4230	50	14	carbon	carbon	NOUN
fis-4230	50	15	fiber	fiber	NOUN
fis-4230	50	16	with	with	ADP
fis-4230	50	17	different	different	ADJ
fis-4230	50	18	ratios	ratio	NOUN
fis-4230	50	19	of	of	ADP
fis-4230	50	20	main	main	ADJ
fis-4230	50	21	steel	steel	NOUN
fis-4230	50	22	reinforcing	reinforcing	NOUN
fis-4230	50	23	.	.	PUNCT
fis-4230	51	1	the	the	DET
fis-4230	51	2	result	result	NOUN
fis-4230	51	3	showed	show	VERB
fis-4230	51	4	that	that	SCONJ
fis-4230	51	5	cracking	cracking	NOUN
fis-4230	51	6	,	,	PUNCT
fis-4230	51	7	yielding	yield	VERB
fis-4230	51	8	,	,	PUNCT
fis-4230	51	9	and	and	CCONJ
fis-4230	51	10	ultimate	ultimate	ADJ
fis-4230	51	11	load	load	NOUN
fis-4230	51	12	point	point	NOUN
fis-4230	51	13	increases	increase	NOUN
fis-4230	51	14	with	with	ADP
fis-4230	51	15	increasing	increase	VERB
fis-4230	51	16	steel	steel	NOUN
fis-4230	51	17	fiber	fiber	NOUN
fis-4230	51	18	volume	volume	NOUN
fis-4230	51	19	fraction	fraction	NOUN
fis-4230	51	20	;	;	PUNCT
fis-4230	51	21	however	however	ADV
fis-4230	51	22	,	,	PUNCT
fis-4230	51	23	carbon	carbon	NOUN
fis-4230	51	24	fiber	fiber	NOUN
fis-4230	51	25	has	have	VERB
fis-4230	51	26	little	little	ADJ
fis-4230	51	27	enhancement	enhancement	NOUN
fis-4230	51	28	.	.	PUNCT
fis-4230	52	1	the	the	DET
fis-4230	52	2	number	number	NOUN
fis-4230	52	3	of	of	ADP
fis-4230	52	4	cracks	crack	NOUN
fis-4230	52	5	decreases	decrease	VERB
fis-4230	52	6	with	with	ADP
fis-4230	52	7	a	a	DET
fis-4230	52	8	higher	high	ADJ
fis-4230	52	9	volume	volume	NOUN
fis-4230	52	10	fraction	fraction	NOUN
fis-4230	52	11	,	,	PUNCT
fis-4230	52	12	but	but	CCONJ
fis-4230	52	13	flexural	flexural	ADJ
fis-4230	52	14	ductility	ductility	NOUN
fis-4230	52	15	decreases	decrease	VERB
fis-4230	52	16	[	[	X
fis-4230	52	17	11	11	NUM
fis-4230	52	18	]	]	PUNCT
fis-4230	52	19	,	,	PUNCT
fis-4230	53	1	[	[	X
fis-4230	53	2	12	12	NUM
fis-4230	53	3	]	]	PUNCT
fis-4230	53	4	.	.	PUNCT
fis-4230	54	1	increasing	increase	VERB
fis-4230	54	2	concrete	concrete	ADJ
fis-4230	54	3	grade	grade	NOUN
fis-4230	54	4	or	or	CCONJ
fis-4230	54	5	increasing	increase	VERB
fis-4230	54	6	fiber	fiber	NOUN
fis-4230	54	7	volume	volume	NOUN
fis-4230	54	8	fraction	fraction	NOUN
fis-4230	54	9	results	result	NOUN
fis-4230	54	10	in	in	ADP
fis-4230	54	11	increasing	increase	VERB
fis-4230	54	12	flexural	flexural	ADJ
fis-4230	54	13	rigidity	rigidity	NOUN
fis-4230	54	14	[	[	X
fis-4230	54	15	11	11	NUM
fis-4230	54	16	]	]	PUNCT
fis-4230	54	17	.	.	PUNCT
fis-4230	55	1	post	post	ADJ
fis-4230	55	2	-	-	ADJ
fis-4230	55	3	cracking	cracking	ADJ
fis-4230	55	4	stiffness	stiffness	NOUN
fis-4230	55	5	increase	increase	NOUN
fis-4230	55	6	with	with	ADP
fis-4230	55	7	the	the	DET
fis-4230	55	8	higher	high	ADJ
fis-4230	55	9	reinforcing	reinforce	VERB
fis-4230	55	10	ratio	ratio	NOUN
fis-4230	55	11	at	at	ADP
fis-4230	55	12	the	the	DET
fis-4230	55	13	same	same	ADJ
fis-4230	55	14	time	time	NOUN
fis-4230	55	15	,	,	PUNCT
fis-4230	55	16	the	the	DET
fis-4230	55	17	first	first	ADJ
fis-4230	55	18	cracking	cracking	NOUN
fis-4230	55	19	load	load	NOUN
fis-4230	55	20	decrease	decrease	NOUN
fis-4230	55	21	with	with	ADP
fis-4230	55	22	higher	high	ADJ
fis-4230	55	23	numbers	number	NOUN
fis-4230	55	24	of	of	ADP
fis-4230	55	25	bars	bar	NOUN
fis-4230	55	26	[	[	X
fis-4230	55	27	13	13	NUM
fis-4230	55	28	]	]	PUNCT
fis-4230	55	29	.	.	PUNCT
fis-4230	56	1	in	in	ADP
fis-4230	56	2	this	this	DET
fis-4230	56	3	research	research	NOUN
fis-4230	56	4	,	,	PUNCT
fis-4230	56	5	experimental	experimental	ADJ
fis-4230	56	6	and	and	CCONJ
fis-4230	56	7	numerical	numerical	ADJ
fis-4230	56	8	works	work	NOUN
fis-4230	56	9	will	will	AUX
fis-4230	56	10	study	study	VERB
fis-4230	56	11	by	by	ADP
fis-4230	56	12	using	use	VERB
fis-4230	56	13	different	different	ADJ
fis-4230	56	14	compressive	compressive	ADJ
fis-4230	56	15	strengths	strength	NOUN
fis-4230	56	16	of	of	ADP
fis-4230	56	17	concrete	concrete	ADJ
fis-4230	56	18	and	and	CCONJ
fis-4230	56	19	different	different	ADJ
fis-4230	56	20	arrangements	arrangement	NOUN
fis-4230	56	21	in	in	ADP
fis-4230	56	22	layered	layered	ADJ
fis-4230	56	23	sections	section	NOUN
fis-4230	56	24	by	by	ADP
fis-4230	56	25	varying	vary	VERB
fis-4230	56	26	steel	steel	NOUN
fis-4230	56	27	reinforcement	reinforcement	NOUN
fis-4230	56	28	ratios	ratio	NOUN
fis-4230	56	29	.	.	PUNCT
fis-4230	57	1	the	the	DET
fis-4230	57	2	flexural	flexural	ADJ
fis-4230	57	3	strength	strength	NOUN
fis-4230	57	4	ductility	ductility	NOUN
fis-4230	57	5	of	of	ADP
fis-4230	57	6	the	the	DET
fis-4230	57	7	tested	test	VERB
fis-4230	57	8	beams	beam	NOUN
fis-4230	57	9	will	will	AUX
fis-4230	57	10	be	be	AUX
fis-4230	57	11	studied	study	VERB
fis-4230	57	12	.	.	PUNCT
fis-4230	58	1	s.	s.	PROPN
fis-4230	58	2	s.	s.	PROPN
fis-4230	58	3	e.	e.	PROPN
fis-4230	58	4	ahmad	ahmad	PROPN
fis-4230	58	5	et	et	PROPN
fis-4230	58	6	alii	alii	PROPN
fis-4230	58	7	,	,	PUNCT
fis-4230	58	8	frattura	frattura	PROPN
fis-4230	58	9	ed	ed	PROPN
fis-4230	58	10	integrità	integrità	PROPN
fis-4230	58	11	strutturale	strutturale	PROPN
fis-4230	58	12	,	,	PUNCT
fis-4230	58	13	65	65	NUM
fis-4230	58	14	(	(	PUNCT
fis-4230	58	15	2023	2023	NUM
fis-4230	58	16	)	)	PUNCT
fis-4230	58	17	270	270	NUM
fis-4230	58	18	-	-	SYM
fis-4230	58	19	288	288	NUM
fis-4230	58	20	;	;	PUNCT
fis-4230	58	21	doi	doi	NOUN
fis-4230	58	22	:	:	PUNCT
fis-4230	58	23	10.3221	10.3221	NUM
fis-4230	58	24	/	/	SYM
fis-4230	58	25	igf	igf	PROPN
fis-4230	58	26	-	-	PUNCT
fis-4230	58	27	esis.65.18	esis.65.18	PROPN
fis-4230	58	28	272	272	NUM
fis-4230	58	29	experimental	experimental	ADJ
fis-4230	58	30	program	program	NOUN
fis-4230	58	31	he	he	PRON
fis-4230	58	32	experimental	experimental	ADJ
fis-4230	58	33	program	program	NOUN
fis-4230	58	34	consists	consist	VERB
fis-4230	58	35	of	of	ADP
fis-4230	58	36	eighteen	eighteen	NUM
fis-4230	58	37	reinforced	reinforce	VERB
fis-4230	58	38	concrete	concrete	ADJ
fis-4230	58	39	beams	beam	NOUN
fis-4230	58	40	.	.	PUNCT
fis-4230	59	1	the	the	DET
fis-4230	59	2	beams	beam	NOUN
fis-4230	59	3	’	'	PUNCT
fis-4230	59	4	sections	section	NOUN
fis-4230	59	5	have	have	VERB
fis-4230	59	6	two	two	NUM
fis-4230	59	7	equal	equal	ADJ
fis-4230	59	8	parts	part	NOUN
fis-4230	59	9	in	in	ADP
fis-4230	59	10	compression	compression	NOUN
fis-4230	59	11	and	and	CCONJ
fis-4230	59	12	tension	tension	NOUN
fis-4230	59	13	zones	zone	NOUN
fis-4230	59	14	with	with	ADP
fis-4230	59	15	different	different	ADJ
fis-4230	59	16	concrete	concrete	ADJ
fis-4230	59	17	grades	grade	NOUN
fis-4230	59	18	(	(	PUNCT
fis-4230	59	19	20	20	NUM
fis-4230	59	20	,	,	PUNCT
fis-4230	59	21	35	35	NUM
fis-4230	59	22	,	,	PUNCT
fis-4230	59	23	50	50	NUM
fis-4230	59	24	mpa	mpa	NOUN
fis-4230	59	25	)	)	PUNCT
fis-4230	59	26	,	,	PUNCT
fis-4230	59	27	as	as	SCONJ
fis-4230	59	28	shown	show	VERB
fis-4230	59	29	in	in	ADP
fis-4230	59	30	fig	fig	NOUN
fis-4230	59	31	.	.	PUNCT
fis-4230	60	1	1	1	X
fis-4230	60	2	.	.	X
fis-4230	60	3	different	different	ADJ
fis-4230	60	4	ratios	ratio	NOUN
fis-4230	60	5	of	of	ADP
fis-4230	60	6	steel	steel	NOUN
fis-4230	60	7	reinforcement	reinforcement	NOUN
fis-4230	60	8	(	(	PUNCT
fis-4230	60	9	minimum	minimum	ADJ
fis-4230	60	10	and	and	CCONJ
fis-4230	60	11	average	average	ADJ
fis-4230	60	12	)	)	PUNCT
fis-4230	60	13	were	be	AUX
fis-4230	60	14	used	use	VERB
fis-4230	60	15	in	in	ADP
fis-4230	60	16	the	the	DET
fis-4230	60	17	tension	tension	NOUN
fis-4230	60	18	zone	zone	NOUN
fis-4230	60	19	.	.	PUNCT
fis-4230	61	1	details	detail	NOUN
fis-4230	61	2	of	of	ADP
fis-4230	61	3	all	all	DET
fis-4230	61	4	beams	beam	NOUN
fis-4230	61	5	are	be	AUX
fis-4230	61	6	listed	list	VERB
fis-4230	61	7	in	in	ADP
fis-4230	61	8	tab	tab	NOUN
fis-4230	61	9	.	.	PUNCT
fis-4230	62	1	1	1	X
fis-4230	62	2	.	.	X
fis-4230	62	3	all	all	DET
fis-4230	62	4	beams	beam	NOUN
fis-4230	62	5	have	have	VERB
fis-4230	62	6	compression	compression	NOUN
fis-4230	62	7	steel	steel	NOUN
fis-4230	62	8	of	of	ADP
fis-4230	62	9	2φ10	2φ10	NUM
fis-4230	62	10	mm	mm	NOUN
fis-4230	62	11	and	and	CCONJ
fis-4230	62	12	stirrups	stirrup	NOUN
fis-4230	62	13	of	of	ADP
fis-4230	62	14	8	8	NUM
fis-4230	62	15	mm	mm	NOUN
fis-4230	62	16	@	@	ADP
fis-4230	62	17	200	200	NUM
fis-4230	62	18	mm	mm	NOUN
fis-4230	62	19	.	.	PUNCT
fis-4230	63	1	the	the	DET
fis-4230	63	2	reinforcement	reinforcement	NOUN
fis-4230	63	3	ratio	ratio	NOUN
fis-4230	63	4	was	be	AUX
fis-4230	63	5	calculated	calculate	VERB
fis-4230	63	6	based	base	VERB
fis-4230	63	7	on	on	ADP
fis-4230	63	8	the	the	DET
fis-4230	63	9	egyptian	egyptian	PROPN
fis-4230	63	10	code	code	NOUN
fis-4230	63	11	ecp	ecp	NOUN
fis-4230	63	12	203	203	NUM
fis-4230	63	13	2020	2020	NUM
fis-4230	64	1	[	[	X
fis-4230	64	2	14	14	NUM
fis-4230	64	3	]	]	PUNCT
fis-4230	64	4	.	.	PUNCT
fis-4230	65	1	the	the	DET
fis-4230	65	2	average	average	ADJ
fis-4230	65	3	area	area	NOUN
fis-4230	65	4	of	of	ADP
fis-4230	65	5	steel	steel	NOUN
fis-4230	65	6	,	,	PUNCT
fis-4230	65	7	as	as	SCONJ
fis-4230	65	8	,	,	PUNCT
fis-4230	65	9	was	be	AUX
fis-4230	65	10	calculated	calculate	VERB
fis-4230	65	11	as	as	ADP
fis-4230	65	12	the	the	DET
fis-4230	65	13	average	average	NOUN
fis-4230	65	14	between	between	ADP
fis-4230	65	15	the	the	DET
fis-4230	65	16	minimum	minimum	ADJ
fis-4230	65	17	area	area	NOUN
fis-4230	65	18	of	of	ADP
fis-4230	65	19	steel	steel	NOUN
fis-4230	65	20	(	(	PUNCT
fis-4230	65	21	66	66	NUM
fis-4230	65	22	mm2	mm2	NOUN
fis-4230	65	23	)	)	PUNCT
fis-4230	65	24	and	and	CCONJ
fis-4230	65	25	the	the	DET
fis-4230	65	26	maximum	maximum	ADJ
fis-4230	65	27	area	area	NOUN
fis-4230	65	28	of	of	ADP
fis-4230	65	29	steel	steel	NOUN
fis-4230	65	30	(	(	PUNCT
fis-4230	65	31	191.4	191.4	NUM
fis-4230	65	32	mm2	mm2	NOUN
fis-4230	65	33	)	)	PUNCT
fis-4230	65	34	resulting	result	VERB
fis-4230	65	35	average	average	NOUN
fis-4230	65	36	as	as	ADP
fis-4230	65	37	of	of	ADP
fis-4230	65	38	257.4	257.4	NUM
fis-4230	65	39	mm2	mm2	NOUN
fis-4230	65	40	(	(	PUNCT
fis-4230	65	41	2.276	2.276	NUM
fis-4230	65	42	φ	φ	NOUN
fis-4230	65	43	12	12	NUM
fis-4230	65	44	close	close	ADV
fis-4230	65	45	to	to	ADP
fis-4230	65	46	3	3	NUM
fis-4230	65	47	φ	φ	NUM
fis-4230	65	48	12	12	NUM
fis-4230	65	49	)	)	PUNCT
fis-4230	65	50	.	.	PUNCT
fis-4230	66	1	the	the	DET
fis-4230	66	2	beam	beam	PROPN
fis-4230	66	3	dimensions	dimension	NOUN
fis-4230	66	4	(	(	PUNCT
fis-4230	66	5	width	width	NOUN
fis-4230	66	6	x	x	SYM
fis-4230	66	7	depth	depth	NOUN
fis-4230	66	8	x	x	NOUN
fis-4230	66	9	length	length	NOUN
fis-4230	66	10	)	)	PUNCT
fis-4230	66	11	are	be	AUX
fis-4230	66	12	(	(	PUNCT
fis-4230	66	13	150x250x1500	150x250x1500	NUM
fis-4230	66	14	)	)	PUNCT
fis-4230	66	15	mm	mm	PROPN
fis-4230	66	16	.	.	PUNCT
fis-4230	66	17	figure	figure	NOUN
fis-4230	66	18	1	1	NUM
fis-4230	66	19	:	:	PUNCT
fis-4230	66	20	beams	beam	VERB
fis-4230	66	21	cross	cross	PROPN
fis-4230	66	22	section	section	NOUN
fis-4230	66	23	with	with	ADP
fis-4230	66	24	different	different	ADJ
fis-4230	66	25	layer	layer	NOUN
fis-4230	66	26	.	.	PUNCT
fis-4230	67	1	beam	beam	PROPN
fis-4230	67	2	i	i	PROPN
fis-4230	67	3	d	d	PROPN
fis-4230	67	4	description	description	NOUN
fis-4230	67	5	flexural	flexural	ADJ
fis-4230	67	6	rebars	rebar	NOUN
fis-4230	67	7	lower	low	ADJ
fis-4230	67	8	part	part	NOUN
fis-4230	67	9	fc	fc	PROPN
fis-4230	67	10	,	,	PUNCT
fis-4230	67	11	mpa	mpa	PROPN
fis-4230	67	12	upper	upper	ADJ
fis-4230	67	13	part	part	NOUN
fis-4230	67	14	fc	fc	PROPN
fis-4230	67	15	,	,	PUNCT
fis-4230	67	16	mpa	mpa	PROPN
fis-4230	67	17	20	20	NUM
fis-4230	67	18	-	-	PUNCT
fis-4230	67	19	20min	20min	NOUN
fis-4230	67	20	20	20	NUM
fis-4230	67	21	20	20	NUM
fis-4230	67	22	2φ10	2φ10	NUM
fis-4230	67	23	35	35	NUM
fis-4230	67	24	-	-	PUNCT
fis-4230	67	25	20min	20min	NOUN
fis-4230	67	26	20	20	NUM
fis-4230	67	27	35	35	NUM
fis-4230	67	28	2φ10	2φ10	NUM
fis-4230	67	29	50	50	NUM
fis-4230	67	30	-	-	PUNCT
fis-4230	67	31	20min	20min	NOUN
fis-4230	67	32	20	20	NUM
fis-4230	67	33	50	50	NUM
fis-4230	67	34	2φ10	2φ10	NUM
fis-4230	67	35	20	20	NUM
fis-4230	67	36	-	-	PUNCT
fis-4230	67	37	35min	35min	NOUN
fis-4230	67	38	35	35	NUM
fis-4230	67	39	20	20	NUM
fis-4230	67	40	2φ10	2φ10	NUM
fis-4230	67	41	35	35	NUM
fis-4230	67	42	-	-	PUNCT
fis-4230	67	43	35min	35min	NOUN
fis-4230	67	44	35	35	NUM
fis-4230	67	45	35	35	NUM
fis-4230	67	46	2φ10	2φ10	NUM
fis-4230	67	47	50	50	NUM
fis-4230	67	48	-	-	PUNCT
fis-4230	67	49	35min	35min	NOUN
fis-4230	67	50	35	35	NUM
fis-4230	67	51	50	50	NUM
fis-4230	67	52	2φ10	2φ10	NUM
fis-4230	67	53	20	20	NUM
fis-4230	67	54	-	-	PUNCT
fis-4230	67	55	50min	50min	NOUN
fis-4230	67	56	50	50	NUM
fis-4230	67	57	20	20	NUM
fis-4230	67	58	2φ10	2φ10	NUM
fis-4230	67	59	35	35	NUM
fis-4230	67	60	-	-	PUNCT
fis-4230	67	61	50min	50min	NOUN
fis-4230	67	62	50	50	NUM
fis-4230	67	63	35	35	NUM
fis-4230	67	64	2φ10	2φ10	NOUN
fis-4230	67	65	50	50	NUM
fis-4230	67	66	-	-	PUNCT
fis-4230	67	67	50min	50min	NOUN
fis-4230	67	68	50	50	NUM
fis-4230	67	69	50	50	NUM
fis-4230	67	70	2φ10	2φ10	NUM
fis-4230	67	71	20	20	NUM
fis-4230	67	72	-	-	PUNCT
fis-4230	67	73	20av	20av	NOUN
fis-4230	67	74	20	20	NUM
fis-4230	67	75	20	20	NUM
fis-4230	67	76	3φ12	3φ12	NUM
fis-4230	67	77	35	35	NUM
fis-4230	67	78	-	-	PUNCT
fis-4230	67	79	20av	20av	NOUN
fis-4230	67	80	20	20	NUM
fis-4230	67	81	35	35	NUM
fis-4230	67	82	3φ12	3φ12	NUM
fis-4230	67	83	50	50	NUM
fis-4230	67	84	-	-	PUNCT
fis-4230	67	85	20av	20av	NOUN
fis-4230	67	86	20	20	NUM
fis-4230	67	87	50	50	NUM
fis-4230	67	88	3φ12	3φ12	NUM
fis-4230	67	89	20	20	NUM
fis-4230	67	90	-	-	PUNCT
fis-4230	67	91	35av	35av	NOUN
fis-4230	67	92	35	35	NUM
fis-4230	67	93	20	20	NUM
fis-4230	67	94	2φ16	2φ16	NUM
fis-4230	67	95	35	35	NUM
fis-4230	67	96	-	-	PUNCT
fis-4230	67	97	35av	35av	NOUN
fis-4230	67	98	35	35	NUM
fis-4230	67	99	35	35	NUM
fis-4230	67	100	2φ16	2φ16	NUM
fis-4230	67	101	50	50	NUM
fis-4230	67	102	-	-	PUNCT
fis-4230	67	103	35av	35av	NOUN
fis-4230	67	104	35	35	NUM
fis-4230	67	105	50	50	NUM
fis-4230	67	106	2φ16	2φ16	NUM
fis-4230	67	107	20	20	NUM
fis-4230	67	108	-	-	PUNCT
fis-4230	67	109	50av	50av	NOUN
fis-4230	67	110	50	50	NUM
fis-4230	67	111	20	20	NUM
fis-4230	67	112	3φ16	3φ16	NUM
fis-4230	67	113	35	35	NUM
fis-4230	67	114	-	-	PUNCT
fis-4230	67	115	50av	50av	NOUN
fis-4230	67	116	50	50	NUM
fis-4230	67	117	35	35	NUM
fis-4230	67	118	3φ16	3φ16	NUM
fis-4230	67	119	50	50	NUM
fis-4230	67	120	-	-	PUNCT
fis-4230	67	121	50av	50av	NOUN
fis-4230	67	122	50	50	NUM
fis-4230	67	123	50	50	NUM
fis-4230	67	124	3φ16	3φ16	NUM
fis-4230	67	125	table	table	NOUN
fis-4230	67	126	1	1	NUM
fis-4230	67	127	:	:	PUNCT
fis-4230	67	128	configuration	configuration	NOUN
fis-4230	67	129	of	of	ADP
fis-4230	67	130	tested	test	VERB
fis-4230	67	131	beams	beam	NOUN
fis-4230	67	132	in	in	ADP
fis-4230	67	133	this	this	DET
fis-4230	67	134	work	work	NOUN
fis-4230	67	135	.	.	PUNCT
fis-4230	68	1	the	the	DET
fis-4230	68	2	material	material	NOUN
fis-4230	68	3	used	use	VERB
fis-4230	68	4	for	for	ADP
fis-4230	68	5	the	the	DET
fis-4230	68	6	production	production	NOUN
fis-4230	68	7	of	of	ADP
fis-4230	68	8	these	these	DET
fis-4230	68	9	beams	beam	NOUN
fis-4230	68	10	were	be	AUX
fis-4230	68	11	coarse	coarse	ADV
fis-4230	68	12	aggregate	aggregate	ADJ
fis-4230	68	13	with	with	ADP
fis-4230	68	14	a	a	DET
fis-4230	68	15	nominal	nominal	ADJ
fis-4230	68	16	maximum	maximum	ADJ
fis-4230	68	17	aggregate	aggregate	ADJ
fis-4230	68	18	size	size	NOUN
fis-4230	68	19	of	of	ADP
fis-4230	68	20	14	14	NUM
fis-4230	68	21	mm	mm	NOUN
fis-4230	68	22	and	and	CCONJ
fis-4230	68	23	grading	grading	NOUN
fis-4230	68	24	shown	show	VERB
fis-4230	68	25	in	in	ADP
fis-4230	68	26	fig	fig	NOUN
fis-4230	68	27	.	.	PUNCT
fis-4230	69	1	2.a	2.a	NUM
fis-4230	69	2	,	,	PUNCT
fis-4230	69	3	fine	fine	ADJ
fis-4230	69	4	aggregate	aggregate	NOUN
fis-4230	69	5	with	with	ADP
fis-4230	69	6	a	a	DET
fis-4230	69	7	fineness	fineness	NOUN
fis-4230	69	8	modulus	modulus	NOUN
fis-4230	69	9	of	of	ADP
fis-4230	69	10	2.4	2.4	NUM
fis-4230	69	11	and	and	CCONJ
fis-4230	69	12	grading	grading	NOUN
fis-4230	69	13	shown	show	VERB
fis-4230	69	14	in	in	ADP
fis-4230	69	15	fig	fig	NOUN
fis-4230	69	16	.	.	PUNCT
fis-4230	70	1	2.b	2.b	NUM
fis-4230	70	2	,	,	PUNCT
fis-4230	70	3	ordinary	ordinary	ADJ
fis-4230	70	4	portland	portland	PROPN
fis-4230	70	5	cement	cement	NOUN
fis-4230	70	6	with	with	ADP
fis-4230	70	7	grade	grade	NOUN
fis-4230	70	8	of	of	ADP
fis-4230	70	9	42.5	42.5	NUM
fis-4230	70	10	,	,	PUNCT
fis-4230	70	11	silica	silica	NOUN
fis-4230	70	12	fume	fume	NOUN
fis-4230	70	13	,	,	PUNCT
fis-4230	70	14	superplasticizer	superplasticizer	NOUN
fis-4230	70	15	,	,	PUNCT
fis-4230	70	16	and	and	CCONJ
fis-4230	70	17	steel	steel	NOUN
fis-4230	70	18	reinforcement	reinforcement	NOUN
fis-4230	70	19	with	with	ADP
fis-4230	70	20	diameter	diameter	NOUN
fis-4230	70	21	8	8	NUM
fis-4230	70	22	,	,	PUNCT
fis-4230	70	23	10	10	NUM
fis-4230	70	24	,	,	PUNCT
fis-4230	70	25	12	12	NUM
fis-4230	70	26	,	,	PUNCT
fis-4230	70	27	and	and	CCONJ
fis-4230	70	28	16	16	NUM
fis-4230	70	29	mm	mm	NOUN
fis-4230	70	30	with	with	ADP
fis-4230	70	31	properties	property	NOUN
fis-4230	70	32	in	in	ADP
fis-4230	70	33	tab	tab	NOUN
fis-4230	70	34	.	.	PUNCT
fis-4230	70	35	2	2	NUM
fis-4230	70	36	according	accord	VERB
fis-4230	70	37	to	to	ADP
fis-4230	70	38	iso	iso	NOUN
fis-4230	70	39	6935	6935	NUM
fis-4230	70	40	–	–	PUNCT
fis-4230	70	41	2/2019	2/2019	NUM
fis-4230	71	1	[	[	X
fis-4230	71	2	15	15	NUM
fis-4230	71	3	]	]	PUNCT
fis-4230	71	4	.	.	PUNCT
fis-4230	72	1	three	three	NUM
fis-4230	72	2	grades	grade	NOUN
fis-4230	72	3	of	of	ADP
fis-4230	72	4	concrete	concrete	ADJ
fis-4230	72	5	20	20	NUM
fis-4230	72	6	,	,	PUNCT
fis-4230	72	7	35	35	NUM
fis-4230	72	8	,	,	PUNCT
fis-4230	72	9	50	50	NUM
fis-4230	72	10	mpa	mpa	NOUN
fis-4230	72	11	were	be	AUX
fis-4230	72	12	designed	design	VERB
fis-4230	72	13	using	use	VERB
fis-4230	72	14	aci	aci	PROPN
fis-4230	72	15	211	211	NUM
fis-4230	73	1	[	[	X
fis-4230	73	2	16	16	NUM
fis-4230	73	3	]	]	PUNCT
fis-4230	73	4	.	.	PUNCT
fis-4230	74	1	the	the	DET
fis-4230	74	2	material	material	ADJ
fis-4230	74	3	quantities	quantity	NOUN
fis-4230	74	4	per	per	ADP
fis-4230	74	5	cubic	cubic	ADJ
fis-4230	74	6	meter	meter	NOUN
fis-4230	74	7	volume	volume	NOUN
fis-4230	74	8	are	be	AUX
fis-4230	74	9	entailed	entail	VERB
fis-4230	74	10	in	in	ADP
fis-4230	74	11	tab	tab	NOUN
fis-4230	74	12	.	.	PUNCT
fis-4230	75	1	3	3	X
fis-4230	75	2	.	.	X
fis-4230	75	3	the	the	DET
fis-4230	75	4	compressive	compressive	ADJ
fis-4230	75	5	strength	strength	NOUN
fis-4230	75	6	of	of	ADP
fis-4230	75	7	each	each	DET
fis-4230	75	8	mix	mix	NOUN
fis-4230	75	9	was	be	AUX
fis-4230	75	10	obtained	obtain	VERB
fis-4230	75	11	from	from	ADP
fis-4230	75	12	three	three	NUM
fis-4230	75	13	cubes	cube	NOUN
fis-4230	75	14	with	with	ADP
fis-4230	75	15	dimensions	dimension	NOUN
fis-4230	75	16	150x150x150	150x150x150	NUM
fis-4230	75	17	mm	mm	PROPN
fis-4230	75	18	according	accord	VERB
fis-4230	75	19	to	to	ADP
fis-4230	75	20	bs	bs	PROPN
fis-4230	75	21	en	en	PROPN
fis-4230	75	22	12390	12390	NUM
fis-4230	75	23	-	-	SYM
fis-4230	75	24	3/2009	3/2009	NUM
fis-4230	76	1	[	[	X
fis-4230	76	2	17	17	NUM
fis-4230	76	3	]	]	PUNCT
fis-4230	76	4	.	.	PUNCT
fis-4230	77	1	tensile	tensile	NOUN
fis-4230	77	2	strength	strength	NOUN
fis-4230	77	3	was	be	AUX
fis-4230	77	4	obtained	obtain	VERB
fis-4230	77	5	from	from	ADP
fis-4230	77	6	cylinders	cylinder	NOUN
fis-4230	77	7	with	with	ADP
fis-4230	77	8	dimensions	dimension	NOUN
fis-4230	77	9	150	150	NUM
fis-4230	77	10	*	*	SYM
fis-4230	77	11	300	300	NUM
fis-4230	77	12	mm	mm	NUM
fis-4230	77	13	according	accord	VERB
fis-4230	77	14	to	to	ADP
fis-4230	77	15	bs	bs	PROPN
fis-4230	77	16	en	en	PROPN
fis-4230	77	17	12390	12390	NUM
fis-4230	77	18	-	-	SYM
fis-4230	77	19	6/2009[18	6/2009[18	NUM
fis-4230	77	20	]	]	PUNCT
fis-4230	77	21	.	.	PUNCT
fis-4230	78	1	all	all	DET
fis-4230	78	2	specimens	specimen	NOUN
fis-4230	78	3	were	be	AUX
fis-4230	78	4	cast	cast	VERB
fis-4230	78	5	and	and	CCONJ
fis-4230	78	6	tested	test	VERB
fis-4230	78	7	after	after	ADP
fis-4230	78	8	28	28	NUM
fis-4230	78	9	days	day	NOUN
fis-4230	78	10	.	.	PUNCT
fis-4230	79	1	cubes	cube	NOUN
fis-4230	79	2	and	and	CCONJ
fis-4230	79	3	cylinders	cylinder	NOUN
fis-4230	79	4	were	be	AUX
fis-4230	79	5	tested	test	VERB
fis-4230	79	6	in	in	ADP
fis-4230	79	7	a	a	DET
fis-4230	79	8	compression	compression	NOUN
fis-4230	79	9	testing	testing	NOUN
fis-4230	79	10	machine	machine	NOUN
fis-4230	79	11	after	after	ADP
fis-4230	79	12	28	28	NUM
fis-4230	79	13	days	day	NOUN
fis-4230	79	14	of	of	ADP
fis-4230	79	15	curing	curing	NOUN
fis-4230	79	16	.	.	PUNCT
fis-4230	80	1	the	the	DET
fis-4230	80	2	average	average	ADJ
fis-4230	80	3	results	result	NOUN
fis-4230	80	4	of	of	ADP
fis-4230	80	5	compressive	compressive	ADJ
fis-4230	80	6	and	and	CCONJ
fis-4230	80	7	tensile	tensile	NOUN
fis-4230	80	8	strength	strength	NOUN
fis-4230	80	9	are	be	AUX
fis-4230	80	10	shown	show	VERB
fis-4230	80	11	in	in	ADP
fis-4230	80	12	tab	tab	NOUN
fis-4230	80	13	.	.	PUNCT
fis-4230	81	1	4	4	X
fis-4230	81	2	.	.	X
fis-4230	81	3	t	t	PROPN
fis-4230	81	4	s.	s.	PROPN
fis-4230	81	5	s.	s.	PROPN
fis-4230	81	6	e.	e.	PROPN
fis-4230	81	7	ahmad	ahmad	PROPN
fis-4230	81	8	et	et	PROPN
fis-4230	81	9	alii	alii	PROPN
fis-4230	81	10	,	,	PUNCT
fis-4230	81	11	frattura	frattura	PROPN
fis-4230	81	12	ed	ed	PROPN
fis-4230	81	13	integrità	integrità	PROPN
fis-4230	81	14	strutturale	strutturale	PROPN
fis-4230	81	15	,	,	PUNCT
fis-4230	81	16	65	65	NUM
fis-4230	81	17	(	(	PUNCT
fis-4230	81	18	2023	2023	NUM
fis-4230	81	19	)	)	PUNCT
fis-4230	81	20	270	270	NUM
fis-4230	81	21	-	-	SYM
fis-4230	81	22	288	288	NUM
fis-4230	81	23	;	;	PUNCT
fis-4230	81	24	doi	doi	NOUN
fis-4230	81	25	:	:	PUNCT
fis-4230	81	26	10.3221	10.3221	NUM
fis-4230	81	27	/	/	SYM
fis-4230	81	28	igf	igf	PROPN
fis-4230	81	29	-	-	PUNCT
fis-4230	81	30	esis.65.18	esis.65.18	PROPN
fis-4230	81	31	273	273	NUM
fis-4230	81	32	(	(	PUNCT
fis-4230	81	33	a	a	X
fis-4230	81	34	)	)	PUNCT
fis-4230	81	35	fine	fine	ADJ
fis-4230	81	36	aggregate	aggregate	NOUN
fis-4230	81	37	(	(	PUNCT
fis-4230	81	38	b	b	NOUN
fis-4230	81	39	)	)	PUNCT
fis-4230	81	40	coarse	coarse	ADJ
fis-4230	81	41	aggregate	aggregate	ADJ
fis-4230	81	42	figure	figure	NOUN
fis-4230	81	43	2	2	NUM
fis-4230	81	44	:	:	PUNCT
fis-4230	81	45	grading	grade	VERB
fis-4230	81	46	of	of	ADP
fis-4230	81	47	aggregate	aggregate	ADJ
fis-4230	81	48	.	.	PUNCT
fis-4230	82	1	nominal	nominal	ADJ
fis-4230	82	2	diameter(mm	diameter(mm	NOUN
fis-4230	82	3	)	)	PUNCT
fis-4230	82	4	yield	yield	NOUN
fis-4230	82	5	stress	stress	NOUN
fis-4230	82	6	(	(	PUNCT
fis-4230	82	7	mpa	mpa	NOUN
fis-4230	82	8	)	)	PUNCT
fis-4230	82	9	tensile	tensile	NOUN
fis-4230	82	10	strength	strength	NOUN
fis-4230	82	11	(	(	PUNCT
fis-4230	82	12	mpa	mpa	PROPN
fis-4230	82	13	)	)	PUNCT
fis-4230	82	14	ultimate	ultimate	PROPN
fis-4230	82	15	strain%	strain%	PROPN
fis-4230	82	16	8	8	NUM
fis-4230	82	17	285	285	NUM
fis-4230	82	18	410	410	NUM
fis-4230	82	19	17	17	NUM
fis-4230	82	20	10	10	NUM
fis-4230	82	21	547.3	547.3	NUM
fis-4230	82	22	741.8	741.8	NUM
fis-4230	82	23	15	15	NUM
fis-4230	82	24	12	12	NUM
fis-4230	82	25	549.6	549.6	NUM
fis-4230	82	26	658.5	658.5	NUM
fis-4230	82	27	16.7	16.7	NUM
fis-4230	82	28	16	16	NUM
fis-4230	82	29	497.2	497.2	NUM
fis-4230	82	30	696	696	NUM
fis-4230	82	31	12.5	12.5	NUM
fis-4230	82	32	table	table	NOUN
fis-4230	82	33	2	2	NUM
fis-4230	82	34	:	:	PUNCT
fis-4230	82	35	mechanical	mechanical	ADJ
fis-4230	82	36	properties	property	NOUN
fis-4230	82	37	of	of	ADP
fis-4230	82	38	steel	steel	NOUN
fis-4230	82	39	.	.	PUNCT
fis-4230	83	1	mix	mix	VERB
fis-4230	83	2	code	code	NOUN
fis-4230	83	3	cement	cement	NOUN
fis-4230	83	4	(	(	PUNCT
fis-4230	83	5	kg	kg	NOUN
fis-4230	83	6	)	)	PUNCT
fis-4230	83	7	dolomite	dolomite	NOUN
fis-4230	83	8	(	(	PUNCT
fis-4230	83	9	kg	kg	NOUN
fis-4230	83	10	)	)	PUNCT
fis-4230	83	11	sand	sand	NOUN
fis-4230	83	12	(	(	PUNCT
fis-4230	83	13	kg	kg	NOUN
fis-4230	83	14	)	)	PUNCT
fis-4230	83	15	water	water	NOUN
fis-4230	83	16	(	(	PUNCT
fis-4230	83	17	lit	lit	ADJ
fis-4230	83	18	)	)	PUNCT
fis-4230	83	19	super	super	ADJ
fis-4230	83	20	plasticizer	plasticizer	NOUN
fis-4230	83	21	(	(	PUNCT
fis-4230	83	22	lit	lit	NOUN
fis-4230	83	23	)	)	PUNCT
fis-4230	83	24	silica	silica	NOUN
fis-4230	83	25	fume	fume	NOUN
fis-4230	83	26	(	(	PUNCT
fis-4230	83	27	kg	kg	NOUN
fis-4230	83	28	)	)	PUNCT
fis-4230	83	29	mix1	mix1	NOUN
fis-4230	83	30	300	300	NUM
fis-4230	83	31	1100	1100	NUM
fis-4230	83	32	788	788	NUM
fis-4230	83	33	190	190	NUM
fis-4230	83	34	--	--	PUNCT
fis-4230	83	35	mix2	mix2	VERB
fis-4230	83	36	420	420	NUM
fis-4230	83	37	1100	1100	NUM
fis-4230	83	38	704	704	NUM
fis-4230	83	39	180	180	NUM
fis-4230	83	40	3.36	3.36	NUM
fis-4230	83	41	-	-	PUNCT
fis-4230	83	42	mix3	mix3	PROPN
fis-4230	83	43	450	450	NUM
fis-4230	83	44	1100	1100	NUM
fis-4230	83	45	643	643	NUM
fis-4230	83	46	165	165	NUM
fis-4230	83	47	12.5	12.5	NUM
fis-4230	83	48	45	45	NUM
fis-4230	83	49	table	table	NOUN
fis-4230	83	50	3	3	NUM
fis-4230	83	51	:	:	PUNCT
fis-4230	83	52	component	component	NOUN
fis-4230	83	53	of	of	ADP
fis-4230	83	54	cubic	cubic	ADJ
fis-4230	83	55	meter	meter	NOUN
fis-4230	83	56	.	.	PUNCT
fis-4230	84	1	mix	mix	VERB
fis-4230	84	2	code	code	NOUN
fis-4230	84	3	compressive	compressive	ADJ
fis-4230	84	4	strength	strength	NOUN
fis-4230	84	5	(	(	PUNCT
fis-4230	84	6	mpa	mpa	NOUN
fis-4230	84	7	)	)	PUNCT
fis-4230	84	8	tensile	tensile	NOUN
fis-4230	84	9	strength	strength	NOUN
fis-4230	84	10	(	(	PUNCT
fis-4230	84	11	mpa	mpa	PROPN
fis-4230	84	12	)	)	PUNCT
fis-4230	84	13	mix1	mix1	NOUN
fis-4230	84	14	19.5	19.5	NUM
fis-4230	84	15	1.78	1.78	NUM
fis-4230	84	16	mix2	mix2	VERB
fis-4230	84	17	32.5	32.5	NUM
fis-4230	84	18	2.64	2.64	NUM
fis-4230	84	19	mix3	mix3	NOUN
fis-4230	84	20	53.4	53.4	NUM
fis-4230	84	21	3.53	3.53	NUM
fis-4230	84	22	table	table	NOUN
fis-4230	84	23	4	4	NUM
fis-4230	84	24	:	:	PUNCT
fis-4230	84	25	compressive	compressive	ADJ
fis-4230	84	26	and	and	CCONJ
fis-4230	84	27	tensile	tensile	NOUN
fis-4230	84	28	strength	strength	NOUN
fis-4230	84	29	of	of	ADP
fis-4230	84	30	concrete	concrete	NOUN
fis-4230	84	31	.	.	PUNCT
fis-4230	85	1	instrumentation	instrumentation	NOUN
fis-4230	85	2	and	and	CCONJ
fis-4230	85	3	test	test	NOUN
fis-4230	85	4	setup	setup	NOUN
fis-4230	85	5	he	he	PRON
fis-4230	85	6	testing	testing	NOUN
fis-4230	85	7	of	of	ADP
fis-4230	85	8	the	the	DET
fis-4230	85	9	beams	beam	NOUN
fis-4230	85	10	was	be	AUX
fis-4230	85	11	carried	carry	VERB
fis-4230	85	12	out	out	ADP
fis-4230	85	13	on	on	ADP
fis-4230	85	14	a	a	DET
fis-4230	85	15	universal	universal	ADJ
fis-4230	85	16	testing	testing	NOUN
fis-4230	85	17	machine	machine	NOUN
fis-4230	85	18	capacity	capacity	NOUN
fis-4230	85	19	of	of	ADP
fis-4230	85	20	1000kn	1000kn	NOUN
fis-4230	85	21	.	.	PUNCT
fis-4230	86	1	all	all	DET
fis-4230	86	2	beams	beam	NOUN
fis-4230	86	3	were	be	AUX
fis-4230	86	4	tested	test	VERB
fis-4230	86	5	under	under	ADP
fis-4230	86	6	four	four	NUM
fis-4230	86	7	-	-	PUNCT
fis-4230	86	8	point	point	NOUN
fis-4230	86	9	bending	bending	NOUN
fis-4230	86	10	with	with	ADP
fis-4230	86	11	an	an	DET
fis-4230	86	12	effective	effective	ADJ
fis-4230	86	13	span	span	NOUN
fis-4230	86	14	of	of	ADP
fis-4230	86	15	1400	1400	NUM
fis-4230	86	16	mm	mm	NOUN
fis-4230	86	17	and	and	CCONJ
fis-4230	86	18	a	a	DET
fis-4230	86	19	shear	shear	NOUN
fis-4230	86	20	span	span	NOUN
fis-4230	86	21	of	of	ADP
fis-4230	86	22	475	475	NUM
fis-4230	86	23	mm	mm	NOUN
fis-4230	86	24	,	,	PUNCT
fis-4230	86	25	as	as	SCONJ
fis-4230	86	26	shown	show	VERB
fis-4230	86	27	in	in	ADP
fis-4230	86	28	fig	fig	NOUN
fis-4230	86	29	.	.	PUNCT
fis-4230	87	1	3	3	X
fis-4230	87	2	.	.	PUNCT
fis-4230	87	3	the	the	DET
fis-4230	87	4	deflection	deflection	NOUN
fis-4230	87	5	was	be	AUX
fis-4230	87	6	measured	measure	VERB
fis-4230	87	7	at	at	ADP
fis-4230	87	8	mid	mid	ADJ
fis-4230	87	9	span	span	NOUN
fis-4230	87	10	using	use	VERB
fis-4230	87	11	lvdt	lvdt	PROPN
fis-4230	87	12	,	,	PUNCT
fis-4230	87	13	and	and	CCONJ
fis-4230	87	14	the	the	DET
fis-4230	87	15	load	load	NOUN
fis-4230	87	16	was	be	AUX
fis-4230	87	17	recorded	record	VERB
fis-4230	87	18	using	use	VERB
fis-4230	87	19	a	a	DET
fis-4230	87	20	load	load	NOUN
fis-4230	87	21	cell	cell	NOUN
fis-4230	87	22	as	as	SCONJ
fis-4230	87	23	shown	show	VERB
fis-4230	87	24	in	in	ADP
fis-4230	87	25	fig	fig	NOUN
fis-4230	87	26	.	.	PUNCT
fis-4230	88	1	3	3	NUM
fis-4230	88	2	according	accord	VERB
fis-4230	88	3	to	to	ADP
fis-4230	88	4	bs	bs	PROPN
fis-4230	88	5	en	en	PROPN
fis-4230	88	6	12390	12390	NUM
fis-4230	88	7	-	-	SYM
fis-4230	88	8	5/2009	5/2009	NUM
fis-4230	89	1	[	[	X
fis-4230	89	2	19	19	NUM
fis-4230	89	3	]	]	PUNCT
fis-4230	89	4	.	.	PUNCT
fis-4230	90	1	beams	beam	NOUN
fis-4230	90	2	were	be	AUX
fis-4230	90	3	monotonically	monotonically	ADV
fis-4230	90	4	tested	test	VERB
fis-4230	90	5	up	up	ADP
fis-4230	90	6	to	to	ADP
fis-4230	90	7	failure	failure	NOUN
fis-4230	90	8	,	,	PUNCT
fis-4230	90	9	and	and	CCONJ
fis-4230	90	10	cracks	crack	NOUN
fis-4230	90	11	that	that	PRON
fis-4230	90	12	appeared	appear	VERB
fis-4230	90	13	during	during	ADP
fis-4230	90	14	the	the	DET
fis-4230	90	15	test	test	NOUN
fis-4230	90	16	were	be	AUX
fis-4230	90	17	traced	trace	VERB
fis-4230	90	18	.	.	PUNCT
fis-4230	91	1	t	t	PROPN
fis-4230	91	2	s.	s.	PROPN
fis-4230	91	3	s.	s.	PROPN
fis-4230	91	4	e.	e.	PROPN
fis-4230	91	5	ahmad	ahmad	PROPN
fis-4230	91	6	et	et	PROPN
fis-4230	91	7	alii	alii	PROPN
fis-4230	91	8	,	,	PUNCT
fis-4230	91	9	frattura	frattura	PROPN
fis-4230	91	10	ed	ed	PROPN
fis-4230	91	11	integrità	integrità	PROPN
fis-4230	91	12	strutturale	strutturale	PROPN
fis-4230	91	13	,	,	PUNCT
fis-4230	91	14	65	65	NUM
fis-4230	91	15	(	(	PUNCT
fis-4230	91	16	2023	2023	NUM
fis-4230	91	17	)	)	PUNCT
fis-4230	91	18	270	270	NUM
fis-4230	91	19	-	-	SYM
fis-4230	91	20	288	288	NUM
fis-4230	91	21	;	;	PUNCT
fis-4230	91	22	doi	doi	NOUN
fis-4230	91	23	:	:	PUNCT
fis-4230	91	24	10.3221	10.3221	NUM
fis-4230	91	25	/	/	SYM
fis-4230	91	26	igf	igf	PROPN
fis-4230	91	27	-	-	PUNCT
fis-4230	91	28	esis.65.18	esis.65.18	PROPN
fis-4230	91	29	274	274	NUM
fis-4230	91	30	figure	figure	NOUN
fis-4230	91	31	3	3	NUM
fis-4230	91	32	:	:	PUNCT
fis-4230	91	33	beam	beam	NOUN
fis-4230	91	34	details	detail	NOUN
fis-4230	91	35	and	and	CCONJ
fis-4230	91	36	loading	loading	NOUN
fis-4230	91	37	.	.	PUNCT
fis-4230	91	38	figure	figure	NOUN
fis-4230	91	39	4	4	NUM
fis-4230	91	40	:	:	PUNCT
fis-4230	91	41	test	test	NOUN
fis-4230	91	42	setup	setup	NOUN
fis-4230	91	43	.	.	PUNCT
fis-4230	92	1	experimental	experimental	ADJ
fis-4230	92	2	test	test	NOUN
fis-4230	92	3	results	result	NOUN
fis-4230	92	4	and	and	CCONJ
fis-4230	92	5	discussion	discussion	NOUN
fis-4230	92	6	ll	ll	AUX
fis-4230	92	7	beams	beam	NOUN
fis-4230	92	8	are	be	AUX
fis-4230	92	9	tested	test	VERB
fis-4230	92	10	up	up	ADP
fis-4230	92	11	to	to	ADP
fis-4230	92	12	failure	failure	NOUN
fis-4230	92	13	,	,	PUNCT
fis-4230	92	14	and	and	CCONJ
fis-4230	92	15	load	load	NOUN
fis-4230	92	16	-	-	PUNCT
fis-4230	92	17	deflection	deflection	NOUN
fis-4230	92	18	data	datum	NOUN
fis-4230	92	19	,	,	PUNCT
fis-4230	92	20	crack	crack	VERB
fis-4230	92	21	patterns	pattern	NOUN
fis-4230	92	22	,	,	PUNCT
fis-4230	92	23	and	and	CCONJ
fis-4230	92	24	modes	mode	NOUN
fis-4230	92	25	of	of	ADP
fis-4230	92	26	failures	failure	NOUN
fis-4230	92	27	were	be	AUX
fis-4230	92	28	recorded	record	VERB
fis-4230	92	29	for	for	ADP
fis-4230	92	30	each	each	DET
fis-4230	92	31	beam	beam	NOUN
fis-4230	92	32	.	.	PUNCT
fis-4230	93	1	three	three	NUM
fis-4230	93	2	different	different	ADJ
fis-4230	93	3	stages	stage	NOUN
fis-4230	93	4	during	during	ADP
fis-4230	93	5	beam	beam	NOUN
fis-4230	93	6	loading	loading	NOUN
fis-4230	93	7	were	be	AUX
fis-4230	93	8	observed	observe	VERB
fis-4230	93	9	.	.	PUNCT
fis-4230	94	1	the	the	DET
fis-4230	94	2	first	first	ADJ
fis-4230	94	3	stage	stage	NOUN
fis-4230	94	4	was	be	AUX
fis-4230	94	5	the	the	DET
fis-4230	94	6	pre	pre	NOUN
fis-4230	94	7	-	-	ADJ
fis-4230	94	8	cracking	cracking	NOUN
fis-4230	94	9	of	of	ADP
fis-4230	94	10	concrete	concrete	NOUN
fis-4230	94	11	,	,	PUNCT
fis-4230	94	12	in	in	ADP
fis-4230	94	13	which	which	PRON
fis-4230	94	14	there	there	PRON
fis-4230	94	15	was	be	VERB
fis-4230	94	16	a	a	DET
fis-4230	94	17	linear	linear	ADJ
fis-4230	94	18	relation	relation	NOUN
fis-4230	94	19	between	between	ADP
fis-4230	94	20	the	the	DET
fis-4230	94	21	load	load	NOUN
fis-4230	94	22	and	and	CCONJ
fis-4230	94	23	deflection	deflection	NOUN
fis-4230	94	24	of	of	ADP
fis-4230	94	25	beams	beam	NOUN
fis-4230	94	26	.	.	PUNCT
fis-4230	95	1	the	the	DET
fis-4230	95	2	second	second	ADJ
fis-4230	95	3	stage	stage	NOUN
fis-4230	95	4	was	be	AUX
fis-4230	95	5	posting	post	VERB
fis-4230	95	6	cracking	cracking	NOUN
fis-4230	95	7	of	of	ADP
fis-4230	95	8	concrete	concrete	NOUN
fis-4230	95	9	in	in	ADP
fis-4230	95	10	which	which	PRON
fis-4230	95	11	the	the	DET
fis-4230	95	12	stiffness	stiffness	NOUN
fis-4230	95	13	of	of	ADP
fis-4230	95	14	beams	beam	NOUN
fis-4230	95	15	was	be	AUX
fis-4230	95	16	reduced	reduce	VERB
fis-4230	95	17	up	up	ADP
fis-4230	95	18	to	to	ADP
fis-4230	95	19	tension	tension	NOUN
fis-4230	95	20	steel	steel	NOUN
fis-4230	95	21	yielding	yielding	NOUN
fis-4230	95	22	.	.	PUNCT
fis-4230	96	1	after	after	ADP
fis-4230	96	2	that	that	PRON
fis-4230	96	3	,	,	PUNCT
fis-4230	96	4	concrete	concrete	ADJ
fis-4230	96	5	crushing	crush	VERB
fis-4230	96	6	or	or	CCONJ
fis-4230	96	7	shear	shear	NOUN
fis-4230	96	8	failure	failure	NOUN
fis-4230	96	9	occurred	occur	VERB
fis-4230	96	10	according	accord	VERB
fis-4230	96	11	to	to	ADP
fis-4230	96	12	the	the	DET
fis-4230	96	13	beam	beam	NOUN
fis-4230	96	14	case	case	NOUN
fis-4230	96	15	,	,	PUNCT
fis-4230	96	16	as	as	SCONJ
fis-4230	96	17	will	will	AUX
fis-4230	96	18	be	be	AUX
fis-4230	96	19	shown	show	VERB
fis-4230	96	20	in	in	ADP
fis-4230	96	21	the	the	DET
fis-4230	96	22	load	load	NOUN
fis-4230	96	23	-	-	PUNCT
fis-4230	96	24	deflection	deflection	NOUN
fis-4230	96	25	curves	curve	NOUN
fis-4230	96	26	.	.	PUNCT
fis-4230	97	1	fig	fig	NOUN
fis-4230	97	2	.	.	PUNCT
fis-4230	98	1	5.a	5.a	NUM
fis-4230	98	2	shows	show	VERB
fis-4230	98	3	the	the	DET
fis-4230	98	4	load	load	NOUN
fis-4230	98	5	-	-	PUNCT
fis-4230	98	6	deflection	deflection	NOUN
fis-4230	98	7	curve	curve	NOUN
fis-4230	98	8	for	for	ADP
fis-4230	98	9	beam	beam	NOUN
fis-4230	98	10	i	i	PROPN
fis-4230	98	11	d	d	PROPN
fis-4230	98	12	of	of	ADP
fis-4230	98	13	20	20	NUM
fis-4230	98	14	-	-	SYM
fis-4230	98	15	20	20	NUM
fis-4230	98	16	min	min	NOUN
fis-4230	98	17	as	as	ADP
fis-4230	98	18	the	the	DET
fis-4230	98	19	control	control	NOUN
fis-4230	98	20	beam	beam	NOUN
fis-4230	98	21	(	(	PUNCT
fis-4230	98	22	concrete	concrete	ADJ
fis-4230	98	23	strength	strength	NOUN
fis-4230	98	24	is	be	AUX
fis-4230	98	25	20	20	NUM
fis-4230	98	26	mpa	mpa	NOUN
fis-4230	98	27	for	for	ADP
fis-4230	98	28	the	the	DET
fis-4230	98	29	two	two	NUM
fis-4230	98	30	layers	layer	NOUN
fis-4230	98	31	of	of	ADP
fis-4230	98	32	the	the	DET
fis-4230	98	33	beam	beam	NOUN
fis-4230	98	34	with	with	ADP
fis-4230	98	35	minimum	minimum	NOUN
fis-4230	98	36	as	as	ADP
fis-4230	98	37	)	)	PUNCT
fis-4230	98	38	.	.	PUNCT
fis-4230	99	1	the	the	DET
fis-4230	99	2	strength	strength	NOUN
fis-4230	99	3	of	of	ADP
fis-4230	99	4	the	the	DET
fis-4230	99	5	compression	compression	NOUN
fis-4230	99	6	zone	zone	NOUN
fis-4230	99	7	in	in	ADP
fis-4230	99	8	the	the	DET
fis-4230	99	9	other	other	ADJ
fis-4230	99	10	beams	beam	NOUN
fis-4230	99	11	was	be	AUX
fis-4230	99	12	35	35	NUM
fis-4230	99	13	or	or	CCONJ
fis-4230	99	14	50	50	NUM
fis-4230	99	15	mpa	mpa	NOUN
fis-4230	99	16	.	.	PUNCT
fis-4230	100	1	it	it	PRON
fis-4230	100	2	can	can	AUX
fis-4230	100	3	be	be	AUX
fis-4230	100	4	seen	see	VERB
fis-4230	100	5	that	that	SCONJ
fis-4230	100	6	the	the	DET
fis-4230	100	7	load	load	NOUN
fis-4230	100	8	carrying	carry	VERB
fis-4230	100	9	capacity	capacity	NOUN
fis-4230	100	10	increased	increase	VERB
fis-4230	100	11	from	from	ADP
fis-4230	100	12	80.3	80.3	NUM
fis-4230	100	13	kn	kn	NOUN
fis-4230	100	14	to	to	PART
fis-4230	100	15	reach	reach	VERB
fis-4230	100	16	81.5	81.5	NUM
fis-4230	100	17	kn	kn	NOUN
fis-4230	100	18	for	for	ADP
fis-4230	100	19	beam	beam	NOUN
fis-4230	100	20	of	of	ADP
fis-4230	100	21	upper	upper	ADJ
fis-4230	100	22	layer	layer	NOUN
fis-4230	100	23	strength	strength	NOUN
fis-4230	100	24	equals	equal	VERB
fis-4230	100	25	35mpa	35mpa	NOUN
fis-4230	100	26	,	,	PUNCT
fis-4230	100	27	with	with	ADP
fis-4230	100	28	an	an	DET
fis-4230	100	29	increment	increment	NOUN
fis-4230	100	30	of	of	ADP
fis-4230	100	31	1.5	1.5	NUM
fis-4230	100	32	%	%	NOUN
fis-4230	100	33	,	,	PUNCT
fis-4230	100	34	and	and	CCONJ
fis-4230	100	35	from	from	ADP
fis-4230	100	36	80.3	80.3	NUM
fis-4230	100	37	kn	kn	NOUN
fis-4230	100	38	to	to	PART
fis-4230	100	39	reach	reach	VERB
fis-4230	100	40	105.6	105.6	NUM
fis-4230	100	41	kn	kn	NOUN
fis-4230	100	42	for	for	ADP
fis-4230	100	43	beam	beam	NOUN
fis-4230	100	44	of	of	ADP
fis-4230	100	45	upper	upper	ADJ
fis-4230	100	46	layer	layer	NOUN
fis-4230	100	47	strength	strength	NOUN
fis-4230	100	48	equals	equal	VERB
fis-4230	100	49	50	50	NUM
fis-4230	100	50	mpa	mpa	NOUN
fis-4230	100	51	,	,	PUNCT
fis-4230	100	52	with	with	ADP
fis-4230	100	53	an	an	DET
fis-4230	100	54	increment	increment	NOUN
fis-4230	100	55	of	of	ADP
fis-4230	100	56	31.3	31.3	NUM
fis-4230	100	57	%	%	NOUN
fis-4230	100	58	.	.	PUNCT
fis-4230	101	1	a	a	DET
fis-4230	101	2	similar	similar	ADJ
fis-4230	101	3	behavior	behavior	NOUN
fis-4230	101	4	was	be	AUX
fis-4230	101	5	found	find	VERB
fis-4230	101	6	for	for	ADP
fis-4230	101	7	the	the	DET
fis-4230	101	8	beam	beam	NOUN
fis-4230	101	9	's	's	PART
fis-4230	101	10	deflection	deflection	NOUN
fis-4230	101	11	,	,	PUNCT
fis-4230	101	12	where	where	SCONJ
fis-4230	101	13	the	the	DET
fis-4230	101	14	deflection	deflection	NOUN
fis-4230	101	15	increased	increase	VERB
fis-4230	101	16	from	from	ADP
fis-4230	101	17	11.1	11.1	NUM
fis-4230	101	18	mm	mm	NOUN
fis-4230	101	19	to	to	PART
fis-4230	101	20	reach	reach	VERB
fis-4230	101	21	12.4	12.4	NUM
fis-4230	101	22	mm	mm	NOUN
fis-4230	101	23	for	for	ADP
fis-4230	101	24	the	the	DET
fis-4230	101	25	beam	beam	NOUN
fis-4230	101	26	with	with	ADP
fis-4230	101	27	upper	upper	ADJ
fis-4230	101	28	layer	layer	NOUN
fis-4230	101	29	strength	strength	NOUN
fis-4230	101	30	of	of	ADP
fis-4230	101	31	35	35	NUM
fis-4230	101	32	mpa	mpa	NOUN
fis-4230	101	33	with	with	ADP
fis-4230	101	34	an	an	DET
fis-4230	101	35	increment	increment	NOUN
fis-4230	101	36	of	of	ADP
fis-4230	101	37	11.7	11.7	NUM
fis-4230	101	38	%	%	NOUN
fis-4230	101	39	.	.	PUNCT
fis-4230	102	1	while	while	SCONJ
fis-4230	102	2	the	the	DET
fis-4230	102	3	a	a	DET
fis-4230	102	4	load	load	NOUN
fis-4230	102	5	cell	cell	NOUN
fis-4230	102	6	spreader	spreader	NOUN
fis-4230	102	7	lvdt	lvdt	PROPN
fis-4230	102	8	tested	test	VERB
fis-4230	102	9	beam	beam	NOUN
fis-4230	102	10	roller	roller	NOUN
fis-4230	102	11	support	support	NOUN
fis-4230	102	12	s.	s.	PROPN
fis-4230	102	13	s.	s.	PROPN
fis-4230	102	14	e.	e.	PROPN
fis-4230	102	15	ahmad	ahmad	PROPN
fis-4230	102	16	et	et	PROPN
fis-4230	102	17	alii	alii	PROPN
fis-4230	102	18	,	,	PUNCT
fis-4230	102	19	frattura	frattura	PROPN
fis-4230	102	20	ed	ed	PROPN
fis-4230	102	21	integrità	integrità	PROPN
fis-4230	102	22	strutturale	strutturale	PROPN
fis-4230	102	23	,	,	PUNCT
fis-4230	102	24	65	65	NUM
fis-4230	102	25	(	(	PUNCT
fis-4230	102	26	2023	2023	NUM
fis-4230	102	27	)	)	PUNCT
fis-4230	102	28	270	270	NUM
fis-4230	102	29	-	-	SYM
fis-4230	102	30	288	288	NUM
fis-4230	102	31	;	;	PUNCT
fis-4230	102	32	doi	doi	NOUN
fis-4230	102	33	:	:	PUNCT
fis-4230	102	34	10.3221	10.3221	NUM
fis-4230	102	35	/	/	SYM
fis-4230	102	36	igf	igf	PROPN
fis-4230	102	37	-	-	PUNCT
fis-4230	102	38	esis.65.18	esis.65.18	PROPN
fis-4230	102	39	275	275	NUM
fis-4230	102	40	deflection	deflection	NOUN
fis-4230	102	41	increased	increase	VERB
fis-4230	102	42	from	from	ADP
fis-4230	102	43	11.1	11.1	NUM
fis-4230	102	44	mm	mm	NOUN
fis-4230	102	45	to	to	PART
fis-4230	102	46	reach	reach	VERB
fis-4230	102	47	15	15	NUM
fis-4230	102	48	mm	mm	NOUN
fis-4230	102	49	for	for	ADP
fis-4230	102	50	the	the	DET
fis-4230	102	51	beam	beam	NOUN
fis-4230	102	52	with	with	ADP
fis-4230	102	53	upper	upper	ADJ
fis-4230	102	54	layer	layer	NOUN
fis-4230	102	55	strength	strength	NOUN
fis-4230	102	56	of	of	ADP
fis-4230	102	57	50	50	NUM
fis-4230	102	58	mpa	mpa	NOUN
fis-4230	102	59	with	with	ADP
fis-4230	102	60	an	an	DET
fis-4230	102	61	increment	increment	NOUN
fis-4230	102	62	of	of	ADP
fis-4230	102	63	35.1	35.1	NUM
fis-4230	102	64	%	%	NOUN
fis-4230	102	65	.	.	PUNCT
fis-4230	103	1	it	it	PRON
fis-4230	103	2	is	be	AUX
fis-4230	103	3	concluded	conclude	VERB
fis-4230	103	4	that	that	SCONJ
fis-4230	103	5	load	load	NOUN
fis-4230	103	6	carrying	carry	VERB
fis-4230	103	7	capacity	capacity	NOUN
fis-4230	103	8	and	and	CCONJ
fis-4230	103	9	deflection	deflection	NOUN
fis-4230	103	10	were	be	AUX
fis-4230	103	11	increased	increase	VERB
fis-4230	103	12	with	with	ADP
fis-4230	103	13	increasing	increase	VERB
fis-4230	103	14	strength	strength	NOUN
fis-4230	103	15	in	in	ADP
fis-4230	103	16	the	the	DET
fis-4230	103	17	compression	compression	NOUN
fis-4230	103	18	zone	zone	NOUN
fis-4230	103	19	.	.	PUNCT
fis-4230	104	1	these	these	DET
fis-4230	104	2	results	result	NOUN
fis-4230	104	3	can	can	AUX
fis-4230	104	4	be	be	AUX
fis-4230	104	5	attributed	attribute	VERB
fis-4230	104	6	to	to	ADP
fis-4230	104	7	the	the	DET
fis-4230	104	8	increasing	increasing	NOUN
fis-4230	104	9	in	in	ADP
fis-4230	104	10	the	the	DET
fis-4230	104	11	strength	strength	NOUN
fis-4230	104	12	of	of	ADP
fis-4230	104	13	the	the	DET
fis-4230	104	14	upper	upper	ADJ
fis-4230	104	15	layer	layer	NOUN
fis-4230	104	16	with	with	ADP
fis-4230	104	17	respect	respect	NOUN
fis-4230	104	18	to	to	ADP
fis-4230	104	19	the	the	DET
fis-4230	104	20	lower	low	ADJ
fis-4230	104	21	layer	layer	NOUN
fis-4230	104	22	of	of	ADP
fis-4230	104	23	the	the	DET
fis-4230	104	24	beam	beam	NOUN
fis-4230	104	25	which	which	PRON
fis-4230	104	26	gives	give	VERB
fis-4230	104	27	a	a	DET
fis-4230	104	28	chance	chance	NOUN
fis-4230	104	29	for	for	ADP
fis-4230	104	30	main	main	ADJ
fis-4230	104	31	steel	steel	NOUN
fis-4230	104	32	reinforcement	reinforcement	NOUN
fis-4230	104	33	of	of	ADP
fis-4230	104	34	beam	beam	NOUN
fis-4230	104	35	to	to	PART
fis-4230	104	36	make	make	VERB
fis-4230	104	37	more	more	ADJ
fis-4230	104	38	deformations	deformation	NOUN
fis-4230	104	39	after	after	ADP
fis-4230	104	40	yielding	yield	VERB
fis-4230	104	41	and	and	CCONJ
fis-4230	104	42	before	before	ADP
fis-4230	104	43	global	global	ADJ
fis-4230	104	44	failure	failure	NOUN
fis-4230	104	45	of	of	ADP
fis-4230	104	46	the	the	DET
fis-4230	104	47	beam	beam	NOUN
fis-4230	104	48	.	.	PUNCT
fis-4230	105	1	similarly	similarly	ADV
fis-4230	105	2	,	,	PUNCT
fis-4230	105	3	the	the	DET
fis-4230	105	4	beams	beam	NOUN
fis-4230	105	5	with	with	ADP
fis-4230	105	6	average	average	NOUN
fis-4230	105	7	as	as	SCONJ
fis-4230	105	8	show	show	VERB
fis-4230	105	9	the	the	DET
fis-4230	105	10	same	same	ADJ
fis-4230	105	11	increase	increase	NOUN
fis-4230	105	12	in	in	ADP
fis-4230	105	13	load	load	NOUN
fis-4230	105	14	carrying	carry	VERB
fis-4230	105	15	capacity	capacity	NOUN
fis-4230	105	16	from	from	ADP
fis-4230	105	17	115	115	NUM
fis-4230	105	18	kn	kn	NOUN
fis-4230	105	19	to	to	ADP
fis-4230	105	20	120.8	120.8	NUM
fis-4230	105	21	kn	kn	NOUN
fis-4230	105	22	with	with	ADP
fis-4230	105	23	strength	strength	NOUN
fis-4230	105	24	50	50	NUM
fis-4230	105	25	mpa	mpa	NOUN
fis-4230	105	26	with	with	ADP
fis-4230	105	27	an	an	DET
fis-4230	105	28	increment	increment	NOUN
fis-4230	105	29	of	of	ADP
fis-4230	105	30	5.6	5.6	NUM
fis-4230	105	31	%	%	NOUN
fis-4230	105	32	despite	despite	SCONJ
fis-4230	105	33	strength	strength	NOUN
fis-4230	105	34	35	35	NUM
fis-4230	105	35	mpa	mpa	NOUN
fis-4230	105	36	having	have	VERB
fis-4230	105	37	no	no	DET
fis-4230	105	38	difference	difference	NOUN
fis-4230	105	39	in	in	ADP
fis-4230	105	40	loads	load	NOUN
fis-4230	105	41	.	.	PUNCT
fis-4230	106	1	the	the	DET
fis-4230	106	2	deflection	deflection	NOUN
fis-4230	106	3	of	of	ADP
fis-4230	106	4	beams	beam	NOUN
fis-4230	106	5	decreased	decrease	VERB
fis-4230	106	6	from	from	ADP
fis-4230	106	7	9.04	9.04	NUM
fis-4230	106	8	mm	mm	NOUN
fis-4230	106	9	to	to	ADP
fis-4230	106	10	7.08	7.08	NUM
fis-4230	106	11	mm	mm	NOUN
fis-4230	106	12	with	with	ADP
fis-4230	106	13	a	a	DET
fis-4230	106	14	strength	strength	NOUN
fis-4230	106	15	35	35	NUM
fis-4230	106	16	mpa	mpa	NOUN
fis-4230	106	17	with	with	ADP
fis-4230	106	18	an	an	DET
fis-4230	106	19	increment	increment	NOUN
fis-4230	106	20	of	of	ADP
fis-4230	106	21	21.6	21.6	NUM
fis-4230	106	22	%	%	NOUN
fis-4230	106	23	and	and	CCONJ
fis-4230	106	24	from	from	ADP
fis-4230	106	25	9.04	9.04	NUM
fis-4230	106	26	mm	mm	NOUN
fis-4230	106	27	to	to	ADP
fis-4230	106	28	6.3	6.3	NUM
fis-4230	106	29	mm	mm	NOUN
fis-4230	106	30	with	with	ADP
fis-4230	106	31	a	a	DET
fis-4230	106	32	strength	strength	NOUN
fis-4230	106	33	50	50	NUM
fis-4230	106	34	mpa	mpa	NOUN
fis-4230	106	35	with	with	ADP
fis-4230	106	36	an	an	DET
fis-4230	106	37	increment	increment	NOUN
fis-4230	106	38	of	of	ADP
fis-4230	106	39	30.3	30.3	NUM
fis-4230	106	40	%	%	NOUN
fis-4230	106	41	.	.	PUNCT
fis-4230	107	1	it	it	PRON
fis-4230	107	2	is	be	AUX
fis-4230	107	3	concluded	conclude	VERB
fis-4230	107	4	that	that	SCONJ
fis-4230	107	5	load	load	NOUN
fis-4230	107	6	carrying	carry	VERB
fis-4230	107	7	capacity	capacity	NOUN
fis-4230	107	8	with	with	ADP
fis-4230	107	9	increasing	increase	VERB
fis-4230	107	10	strength	strength	NOUN
fis-4230	107	11	in	in	ADP
fis-4230	107	12	the	the	DET
fis-4230	107	13	compression	compression	NOUN
fis-4230	107	14	zone	zone	NOUN
fis-4230	107	15	however	however	ADV
fis-4230	107	16	,	,	PUNCT
fis-4230	107	17	deflection	deflection	NOUN
fis-4230	107	18	decrease	decrease	NOUN
fis-4230	107	19	with	with	ADP
fis-4230	107	20	increasing	increase	VERB
fis-4230	107	21	strength	strength	NOUN
fis-4230	107	22	,	,	PUNCT
fis-4230	107	23	as	as	SCONJ
fis-4230	107	24	shown	show	VERB
fis-4230	107	25	in	in	ADP
fis-4230	107	26	fig	fig	NOUN
fis-4230	107	27	.	.	PUNCT
fis-4230	108	1	5.b	5.b	NUM
fis-4230	108	2	.	.	PUNCT
fis-4230	109	1	(	(	PUNCT
fis-4230	109	2	a	a	X
fis-4230	109	3	)	)	PUNCT
fis-4230	109	4	minimum	minimum	NOUN
fis-4230	109	5	as	as	ADP
fis-4230	109	6	(	(	PUNCT
fis-4230	109	7	b	b	NOUN
fis-4230	109	8	)	)	PUNCT
fis-4230	109	9	average	average	NOUN
fis-4230	109	10	as	as	ADP
fis-4230	109	11	figure	figure	NOUN
fis-4230	109	12	5	5	NUM
fis-4230	109	13	:	:	PUNCT
fis-4230	109	14	load	load	NOUN
fis-4230	109	15	-	-	PUNCT
fis-4230	109	16	deflection	deflection	NOUN
fis-4230	109	17	curve	curve	NOUN
fis-4230	109	18	using	use	VERB
fis-4230	109	19	concrete	concrete	ADJ
fis-4230	109	20	strength	strength	NOUN
fis-4230	109	21	20	20	NUM
fis-4230	109	22	mpa	mpa	NOUN
fis-4230	109	23	in	in	ADP
fis-4230	109	24	tension	tension	NOUN
fis-4230	109	25	zone	zone	NOUN
fis-4230	109	26	and	and	CCONJ
fis-4230	109	27	variation	variation	NOUN
fis-4230	109	28	in	in	ADP
fis-4230	109	29	compression	compression	NOUN
fis-4230	109	30	zone	zone	NOUN
fis-4230	109	31	.	.	PUNCT
fis-4230	110	1	steel	steel	NOUN
fis-4230	110	2	reinforcement	reinforcement	NOUN
fis-4230	110	3	ratio	ratio	NOUN
fis-4230	110	4	was	be	AUX
fis-4230	110	5	studied	study	VERB
fis-4230	110	6	in	in	ADP
fis-4230	110	7	beams	beam	NOUN
fis-4230	110	8	that	that	PRON
fis-4230	110	9	have	have	VERB
fis-4230	110	10	the	the	DET
fis-4230	110	11	same	same	ADJ
fis-4230	110	12	layer	layer	NOUN
fis-4230	110	13	with	with	ADP
fis-4230	110	14	different	different	ADJ
fis-4230	110	15	reinforcement	reinforcement	NOUN
fis-4230	110	16	ratios	ratio	NOUN
fis-4230	110	17	.	.	PUNCT
fis-4230	111	1	all	all	DET
fis-4230	111	2	beams	beam	NOUN
fis-4230	111	3	with	with	ADP
fis-4230	111	4	an	an	DET
fis-4230	111	5	average	average	ADJ
fis-4230	111	6	steel	steel	NOUN
fis-4230	111	7	reinforcement	reinforcement	NOUN
fis-4230	111	8	ratio	ratio	NOUN
fis-4230	111	9	have	have	VERB
fis-4230	111	10	higher	high	ADJ
fis-4230	111	11	load	load	NOUN
fis-4230	111	12	carrying	carry	VERB
fis-4230	111	13	capacity	capacity	NOUN
fis-4230	111	14	and	and	CCONJ
fis-4230	111	15	lower	low	ADJ
fis-4230	111	16	ductility	ductility	NOUN
fis-4230	111	17	than	than	ADP
fis-4230	111	18	the	the	DET
fis-4230	111	19	same	same	ADJ
fis-4230	111	20	minimum	minimum	ADJ
fis-4230	111	21	steel	steel	NOUN
fis-4230	111	22	reinforcement	reinforcement	NOUN
fis-4230	111	23	ratio	ratio	NOUN
fis-4230	111	24	.	.	PUNCT
fis-4230	112	1	the	the	DET
fis-4230	112	2	load	load	NOUN
fis-4230	112	3	capacity	capacity	NOUN
fis-4230	112	4	increased	increase	VERB
fis-4230	112	5	from	from	ADP
fis-4230	112	6	80.3	80.3	NUM
fis-4230	112	7	kn	kn	NOUN
fis-4230	112	8	to	to	ADP
fis-4230	112	9	115.2	115.2	NUM
fis-4230	112	10	kn	kn	NOUN
fis-4230	112	11	with	with	ADP
fis-4230	112	12	an	an	DET
fis-4230	112	13	increment	increment	NOUN
fis-4230	112	14	of	of	ADP
fis-4230	112	15	43.4	43.4	NUM
fis-4230	112	16	%	%	NOUN
fis-4230	112	17	case	case	NOUN
fis-4230	112	18	,	,	PUNCT
fis-4230	112	19	and	and	CCONJ
fis-4230	112	20	the	the	DET
fis-4230	112	21	deflection	deflection	NOUN
fis-4230	112	22	decreased	decrease	VERB
fis-4230	112	23	from	from	ADP
fis-4230	112	24	11.1	11.1	NUM
fis-4230	112	25	mm	mm	NOUN
fis-4230	112	26	to	to	ADP
fis-4230	112	27	9	9	NUM
fis-4230	112	28	mm	mm	NOUN
fis-4230	112	29	with	with	ADP
fis-4230	112	30	an	an	DET
fis-4230	112	31	increment	increment	NOUN
fis-4230	112	32	of	of	ADP
fis-4230	112	33	18.5	18.5	NUM
fis-4230	112	34	%	%	NOUN
fis-4230	112	35	in	in	ADP
fis-4230	112	36	beam	beam	NOUN
fis-4230	112	37	20	20	NUM
fis-4230	112	38	-	-	SYM
fis-4230	112	39	20	20	NUM
fis-4230	112	40	min	min	NOUN
fis-4230	112	41	to	to	ADP
fis-4230	112	42	av	av	PRON
fis-4230	112	43	respectively	respectively	ADV
fis-4230	112	44	.	.	PUNCT
fis-4230	113	1	similarly	similarly	ADV
fis-4230	113	2	,	,	PUNCT
fis-4230	113	3	for	for	ADP
fis-4230	113	4	beams	beam	NOUN
fis-4230	113	5	35	35	NUM
fis-4230	113	6	-	-	SYM
fis-4230	113	7	20	20	NUM
fis-4230	113	8	min	min	NOUN
fis-4230	113	9	and	and	CCONJ
fis-4230	113	10	av	av	PROPN
fis-4230	113	11	,	,	PUNCT
fis-4230	113	12	the	the	DET
fis-4230	113	13	load	load	NOUN
fis-4230	113	14	capacity	capacity	NOUN
fis-4230	113	15	increased	increase	VERB
fis-4230	113	16	from	from	ADP
fis-4230	113	17	81.5	81.5	NUM
fis-4230	113	18	kn	kn	NOUN
fis-4230	113	19	to	to	ADP
fis-4230	113	20	114.3	114.3	NUM
fis-4230	113	21	kn	kn	NOUN
fis-4230	113	22	with	with	ADP
fis-4230	113	23	an	an	DET
fis-4230	113	24	increment	increment	NOUN
fis-4230	113	25	of	of	ADP
fis-4230	113	26	40.4	40.4	NUM
fis-4230	113	27	%	%	NOUN
fis-4230	113	28	.	.	PUNCT
fis-4230	114	1	the	the	DET
fis-4230	114	2	deflection	deflection	NOUN
fis-4230	114	3	decreased	decrease	VERB
fis-4230	114	4	from	from	ADP
fis-4230	114	5	13.4	13.4	NUM
fis-4230	114	6	mm	mm	NOUN
fis-4230	114	7	to	to	ADP
fis-4230	114	8	7.1	7.1	NUM
fis-4230	114	9	mm	mm	NOUN
fis-4230	114	10	with	with	ADP
fis-4230	114	11	an	an	DET
fis-4230	114	12	increment	increment	NOUN
fis-4230	114	13	of	of	ADP
fis-4230	114	14	47.2	47.2	NUM
fis-4230	114	15	%	%	NOUN
fis-4230	114	16	.	.	PUNCT
fis-4230	115	1	in	in	ADP
fis-4230	115	2	beams	beam	NOUN
fis-4230	115	3	50	50	NUM
fis-4230	115	4	-	-	SYM
fis-4230	115	5	20	20	NUM
fis-4230	115	6	min	min	NOUN
fis-4230	115	7	and	and	CCONJ
fis-4230	115	8	av	av	PROPN
fis-4230	115	9	,	,	PUNCT
fis-4230	115	10	the	the	DET
fis-4230	115	11	load	load	NOUN
fis-4230	115	12	capacity	capacity	NOUN
fis-4230	115	13	has	have	AUX
fis-4230	115	14	slightly	slightly	ADV
fis-4230	115	15	increased	increase	VERB
fis-4230	115	16	with	with	ADP
fis-4230	115	17	an	an	DET
fis-4230	115	18	increment	increment	NOUN
fis-4230	115	19	of	of	ADP
fis-4230	115	20	42	42	NUM
fis-4230	115	21	%	%	NOUN
fis-4230	115	22	.	.	PUNCT
fis-4230	116	1	the	the	DET
fis-4230	116	2	deflection	deflection	NOUN
fis-4230	116	3	decreased	decrease	VERB
fis-4230	116	4	from	from	ADP
fis-4230	116	5	15.9	15.9	NUM
fis-4230	116	6	mm	mm	NOUN
fis-4230	116	7	to	to	ADP
fis-4230	116	8	6.3	6.3	NUM
fis-4230	116	9	mm	mm	NOUN
fis-4230	116	10	with	with	ADP
fis-4230	116	11	an	an	DET
fis-4230	116	12	increment	increment	NOUN
fis-4230	116	13	of	of	ADP
fis-4230	116	14	60.6	60.6	NUM
fis-4230	116	15	%	%	NOUN
fis-4230	116	16	.	.	PUNCT
fis-4230	117	1	it	it	PRON
fis-4230	117	2	is	be	AUX
fis-4230	117	3	concluded	conclude	VERB
fis-4230	117	4	that	that	SCONJ
fis-4230	117	5	increasing	increase	VERB
fis-4230	117	6	the	the	DET
fis-4230	117	7	tensile	tensile	NOUN
fis-4230	117	8	steel	steel	NOUN
fis-4230	117	9	reinforcement	reinforcement	NOUN
fis-4230	117	10	ratio	ratio	NOUN
fis-4230	117	11	gives	give	VERB
fis-4230	117	12	a	a	DET
fis-4230	117	13	higher	high	ADJ
fis-4230	117	14	increase	increase	NOUN
fis-4230	117	15	in	in	ADP
fis-4230	117	16	load	load	NOUN
fis-4230	117	17	carrying	carry	VERB
fis-4230	117	18	capacity	capacity	NOUN
fis-4230	117	19	at	at	ADP
fis-4230	117	20	the	the	DET
fis-4230	117	21	same	same	ADJ
fis-4230	117	22	time	time	NOUN
fis-4230	117	23	,	,	PUNCT
fis-4230	117	24	decreasing	decrease	VERB
fis-4230	117	25	beam	beam	NOUN
fis-4230	117	26	ductility	ductility	NOUN
fis-4230	117	27	,	,	PUNCT
fis-4230	117	28	as	as	SCONJ
fis-4230	117	29	shown	show	VERB
fis-4230	117	30	in	in	ADP
fis-4230	117	31	fig	fig	NOUN
fis-4230	117	32	.	.	PUNCT
fis-4230	118	1	6	6	NUM
fis-4230	118	2	.	.	PUNCT
fis-4230	118	3	the	the	DET
fis-4230	118	4	failure	failure	NOUN
fis-4230	118	5	modes	mode	NOUN
fis-4230	118	6	of	of	ADP
fis-4230	118	7	these	these	DET
fis-4230	118	8	beams	beam	NOUN
fis-4230	118	9	are	be	AUX
fis-4230	118	10	shown	show	VERB
fis-4230	118	11	in	in	ADP
fis-4230	118	12	fig	fig	NOUN
fis-4230	118	13	.	.	PUNCT
fis-4230	119	1	7	7	X
fis-4230	119	2	.	.	X
fis-4230	119	3	regardless	regardless	ADV
fis-4230	119	4	of	of	ADP
fis-4230	119	5	the	the	DET
fis-4230	119	6	maximum	maximum	ADJ
fis-4230	119	7	deflection	deflection	NOUN
fis-4230	119	8	,	,	PUNCT
fis-4230	119	9	all	all	DET
fis-4230	119	10	beams	beam	NOUN
fis-4230	119	11	failed	fail	VERB
fis-4230	119	12	due	due	ADJ
fis-4230	119	13	to	to	AUX
fis-4230	119	14	shear	shear	VERB
fis-4230	119	15	.	.	PUNCT
fis-4230	120	1	unlike	unlike	ADP
fis-4230	120	2	the	the	DET
fis-4230	120	3	beams	beam	NOUN
fis-4230	120	4	with	with	ADP
fis-4230	120	5	average	average	ADJ
fis-4230	120	6	steel	steel	NOUN
fis-4230	120	7	,	,	PUNCT
fis-4230	120	8	the	the	DET
fis-4230	120	9	beams	beam	NOUN
fis-4230	120	10	with	with	ADP
fis-4230	120	11	a	a	DET
fis-4230	120	12	minimum	minimum	ADJ
fis-4230	120	13	steel	steel	NOUN
fis-4230	120	14	showed	show	VERB
fis-4230	120	15	a	a	DET
fis-4230	120	16	pronounced	pronounced	ADJ
fis-4230	120	17	deflection	deflection	NOUN
fis-4230	120	18	after	after	ADP
fis-4230	120	19	yielding	yield	VERB
fis-4230	120	20	up	up	ADP
fis-4230	120	21	to	to	ADP
fis-4230	120	22	failure	failure	NOUN
fis-4230	120	23	.	.	PUNCT
fis-4230	121	1	fig	fig	NOUN
fis-4230	121	2	.	.	PUNCT
fis-4230	122	1	8.a	8.a	PRON
fis-4230	122	2	shows	show	VERB
fis-4230	122	3	the	the	DET
fis-4230	122	4	load	load	NOUN
fis-4230	122	5	-	-	PUNCT
fis-4230	122	6	deflection	deflection	NOUN
fis-4230	122	7	curve	curve	NOUN
fis-4230	122	8	using	use	VERB
fis-4230	122	9	beam	beam	NOUN
fis-4230	122	10	35	35	NUM
fis-4230	122	11	-	-	PUNCT
fis-4230	122	12	35min	35min	NOUN
fis-4230	122	13	as	as	ADP
fis-4230	122	14	the	the	DET
fis-4230	122	15	control	control	NOUN
fis-4230	122	16	beam	beam	NOUN
fis-4230	122	17	(	(	PUNCT
fis-4230	122	18	concrete	concrete	ADJ
fis-4230	122	19	strength	strength	NOUN
fis-4230	122	20	35	35	NUM
fis-4230	122	21	mpa	mpa	NOUN
fis-4230	122	22	with	with	ADP
fis-4230	122	23	minimum	minimum	NOUN
fis-4230	122	24	as	as	ADP
fis-4230	122	25	)	)	PUNCT
fis-4230	122	26	.	.	PUNCT
fis-4230	123	1	the	the	DET
fis-4230	123	2	strength	strength	NOUN
fis-4230	123	3	of	of	ADP
fis-4230	123	4	the	the	DET
fis-4230	123	5	compression	compression	NOUN
fis-4230	123	6	zone	zone	NOUN
fis-4230	123	7	in	in	ADP
fis-4230	123	8	the	the	DET
fis-4230	123	9	other	other	ADJ
fis-4230	123	10	beams	beam	NOUN
fis-4230	123	11	was	be	AUX
fis-4230	123	12	20	20	NUM
fis-4230	123	13	or	or	CCONJ
fis-4230	123	14	50	50	NUM
fis-4230	123	15	mpa	mpa	NOUN
fis-4230	123	16	.	.	PUNCT
fis-4230	124	1	it	it	PRON
fis-4230	124	2	was	be	AUX
fis-4230	124	3	shown	show	VERB
fis-4230	124	4	that	that	SCONJ
fis-4230	124	5	the	the	DET
fis-4230	124	6	load	load	NOUN
fis-4230	124	7	capacity	capacity	NOUN
fis-4230	124	8	of	of	ADP
fis-4230	124	9	beams	beam	NOUN
fis-4230	124	10	slightly	slightly	ADV
fis-4230	124	11	increased	increase	VERB
fis-4230	124	12	with	with	ADP
fis-4230	124	13	compressive	compressive	ADJ
fis-4230	124	14	strength	strength	NOUN
fis-4230	124	15	50	50	NUM
fis-4230	124	16	mpa	mpa	NOUN
fis-4230	124	17	with	with	ADP
fis-4230	124	18	an	an	DET
fis-4230	124	19	increment	increment	NOUN
fis-4230	124	20	of	of	ADP
fis-4230	124	21	5.23	5.23	NUM
fis-4230	124	22	%	%	NOUN
fis-4230	124	23	and	and	CCONJ
fis-4230	124	24	decreased	decrease	VERB
fis-4230	124	25	with	with	ADP
fis-4230	124	26	strength	strength	NOUN
fis-4230	124	27	20mpa	20mpa	NOUN
fis-4230	124	28	with	with	ADP
fis-4230	124	29	an	an	DET
fis-4230	124	30	increment	increment	NOUN
fis-4230	124	31	of	of	ADP
fis-4230	124	32	0.34	0.34	NUM
fis-4230	124	33	%	%	NOUN
fis-4230	124	34	.	.	PUNCT
fis-4230	125	1	the	the	DET
fis-4230	125	2	deflection	deflection	NOUN
fis-4230	125	3	increases	increase	VERB
fis-4230	125	4	from	from	ADP
fis-4230	125	5	14	14	NUM
fis-4230	125	6	mm	mm	NOUN
fis-4230	125	7	to	to	ADP
fis-4230	125	8	16.1	16.1	NUM
fis-4230	125	9	mm	mm	NOUN
fis-4230	125	10	with	with	ADP
fis-4230	125	11	compressive	compressive	ADJ
fis-4230	125	12	strength	strength	NOUN
fis-4230	125	13	20	20	NUM
fis-4230	125	14	mpa	mpa	NOUN
fis-4230	125	15	with	with	ADP
fis-4230	125	16	an	an	DET
fis-4230	125	17	increment	increment	NOUN
fis-4230	125	18	of	of	ADP
fis-4230	125	19	14.8	14.8	NUM
fis-4230	125	20	%	%	NOUN
fis-4230	125	21	and	and	CCONJ
fis-4230	125	22	from	from	ADP
fis-4230	125	23	14	14	NUM
fis-4230	125	24	mm	mm	NOUN
fis-4230	125	25	to	to	ADP
fis-4230	125	26	22.3	22.3	NUM
fis-4230	125	27	mm	mm	NOUN
fis-4230	125	28	with	with	ADP
fis-4230	125	29	compressive	compressive	ADJ
fis-4230	125	30	strength	strength	NOUN
fis-4230	125	31	50	50	NUM
fis-4230	125	32	mpa	mpa	NOUN
fis-4230	125	33	with	with	ADP
fis-4230	125	34	an	an	DET
fis-4230	125	35	increment	increment	NOUN
fis-4230	125	36	of	of	ADP
fis-4230	125	37	37.1	37.1	NUM
fis-4230	125	38	%	%	NOUN
fis-4230	125	39	.	.	PUNCT
fis-4230	126	1	it	it	PRON
fis-4230	126	2	is	be	AUX
fis-4230	126	3	concluded	conclude	VERB
fis-4230	126	4	that	that	SCONJ
fis-4230	126	5	higher	high	ADJ
fis-4230	126	6	strength	strength	NOUN
fis-4230	126	7	in	in	ADP
fis-4230	126	8	the	the	DET
fis-4230	126	9	compression	compression	NOUN
fis-4230	126	10	zone	zone	NOUN
fis-4230	126	11	increases	increase	VERB
fis-4230	126	12	the	the	DET
fis-4230	126	13	load	load	NOUN
fis-4230	126	14	carrying	carry	VERB
fis-4230	126	15	capacity	capacity	NOUN
fis-4230	126	16	and	and	CCONJ
fis-4230	126	17	deflection	deflection	NOUN
fis-4230	126	18	.	.	PUNCT
fis-4230	127	1	similarly	similarly	ADV
fis-4230	127	2	,	,	PUNCT
fis-4230	127	3	the	the	DET
fis-4230	127	4	beams	beam	NOUN
fis-4230	127	5	with	with	ADP
fis-4230	127	6	average	average	NOUN
fis-4230	127	7	as	as	SCONJ
fis-4230	127	8	show	show	VERB
fis-4230	127	9	a	a	DET
fis-4230	127	10	slight	slight	ADJ
fis-4230	127	11	increase	increase	NOUN
fis-4230	127	12	in	in	ADP
fis-4230	127	13	load	load	NOUN
fis-4230	127	14	carrying	carry	VERB
fis-4230	127	15	capacity	capacity	NOUN
fis-4230	127	16	from	from	ADP
fis-4230	127	17	148.6	148.6	NUM
fis-4230	127	18	kn	kn	NOUN
fis-4230	127	19	to	to	ADP
fis-4230	127	20	162.1kn	162.1kn	PROPN
fis-4230	127	21	with	with	ADP
fis-4230	127	22	compressive	compressive	ADJ
fis-4230	127	23	strength	strength	NOUN
fis-4230	127	24	of	of	ADP
fis-4230	127	25	50	50	NUM
fis-4230	127	26	mpa	mpa	NOUN
fis-4230	127	27	of	of	ADP
fis-4230	127	28	a	a	DET
fis-4230	127	29	percentage	percentage	NOUN
fis-4230	127	30	of	of	ADP
fis-4230	127	31	8.3	8.3	NUM
fis-4230	127	32	%	%	NOUN
fis-4230	127	33	and	and	CCONJ
fis-4230	127	34	increasing	increase	VERB
fis-4230	127	35	of	of	ADP
fis-4230	127	36	a	a	DET
fis-4230	127	37	percentage	percentage	NOUN
fis-4230	127	38	of	of	ADP
fis-4230	127	39	1.2	1.2	NUM
fis-4230	127	40	%	%	NOUN
fis-4230	127	41	with	with	ADP
fis-4230	127	42	compressive	compressive	ADJ
fis-4230	127	43	strength	strength	NOUN
fis-4230	127	44	of	of	ADP
fis-4230	127	45	20	20	NUM
fis-4230	127	46	mpa	mpa	NOUN
fis-4230	127	47	.	.	PUNCT
fis-4230	128	1	the	the	DET
fis-4230	128	2	deflection	deflection	NOUN
fis-4230	128	3	decreased	decrease	VERB
fis-4230	128	4	by	by	ADP
fis-4230	128	5	1.4	1.4	NUM
fis-4230	128	6	%	%	NOUN
fis-4230	128	7	with	with	ADP
fis-4230	128	8	a	a	DET
fis-4230	128	9	strength	strength	NOUN
fis-4230	128	10	of	of	ADP
fis-4230	128	11	20	20	NUM
fis-4230	128	12	mpa	mpa	NOUN
fis-4230	128	13	and	and	CCONJ
fis-4230	128	14	2.6	2.6	NUM
fis-4230	128	15	%	%	NOUN
fis-4230	128	16	with	with	ADP
fis-4230	128	17	a	a	DET
fis-4230	128	18	strength	strength	NOUN
fis-4230	128	19	of	of	ADP
fis-4230	128	20	50	50	NUM
fis-4230	128	21	mpa	mpa	NOUN
fis-4230	128	22	.	.	PUNCT
fis-4230	129	1	it	it	PRON
fis-4230	129	2	is	be	AUX
fis-4230	129	3	concluded	conclude	VERB
fis-4230	129	4	that	that	SCONJ
fis-4230	129	5	higher	high	ADJ
fis-4230	129	6	strength	strength	NOUN
fis-4230	129	7	in	in	ADP
fis-4230	129	8	the	the	DET
fis-4230	129	9	compression	compression	NOUN
fis-4230	129	10	zone	zone	NOUN
fis-4230	129	11	increases	increase	VERB
fis-4230	129	12	load	load	NOUN
fis-4230	129	13	carrying	carry	VERB
fis-4230	129	14	capacity	capacity	NOUN
fis-4230	129	15	and	and	CCONJ
fis-4230	129	16	decreases	decrease	VERB
fis-4230	129	17	deflection	deflection	NOUN
fis-4230	129	18	,	,	PUNCT
fis-4230	129	19	as	as	SCONJ
fis-4230	129	20	shown	show	VERB
fis-4230	129	21	in	in	ADP
fis-4230	129	22	fig	fig	NOUN
fis-4230	129	23	.	.	PUNCT
fis-4230	130	1	8.b	8.b	NUM
fis-4230	130	2	.	.	PUNCT
fis-4230	131	1	s.	s.	PROPN
fis-4230	131	2	s.	s.	PROPN
fis-4230	131	3	e.	e.	PROPN
fis-4230	131	4	ahmad	ahmad	PROPN
fis-4230	131	5	et	et	PROPN
fis-4230	131	6	alii	alii	PROPN
fis-4230	131	7	,	,	PUNCT
fis-4230	131	8	frattura	frattura	PROPN
fis-4230	131	9	ed	ed	PROPN
fis-4230	131	10	integrità	integrità	PROPN
fis-4230	131	11	strutturale	strutturale	PROPN
fis-4230	131	12	,	,	PUNCT
fis-4230	131	13	65	65	NUM
fis-4230	131	14	(	(	PUNCT
fis-4230	131	15	2023	2023	NUM
fis-4230	131	16	)	)	PUNCT
fis-4230	131	17	270	270	NUM
fis-4230	131	18	-	-	SYM
fis-4230	131	19	288	288	NUM
fis-4230	131	20	;	;	PUNCT
fis-4230	131	21	doi	doi	NOUN
fis-4230	131	22	:	:	PUNCT
fis-4230	131	23	10.3221	10.3221	NUM
fis-4230	131	24	/	/	SYM
fis-4230	131	25	igf	igf	PROPN
fis-4230	131	26	-	-	PUNCT
fis-4230	131	27	esis.65.18	esis.65.18	NUM
fis-4230	131	28	276	276	NUM
fis-4230	131	29	figure	figure	NOUN
fis-4230	131	30	6	6	NUM
fis-4230	131	31	:	:	PUNCT
fis-4230	131	32	load	load	NOUN
fis-4230	131	33	-	-	PUNCT
fis-4230	131	34	deflection	deflection	NOUN
fis-4230	131	35	curve	curve	NOUN
fis-4230	131	36	for	for	ADP
fis-4230	131	37	beams	beam	NOUN
fis-4230	131	38	with	with	ADP
fis-4230	131	39	the	the	DET
fis-4230	131	40	same	same	ADJ
fis-4230	131	41	layers	layer	NOUN
fis-4230	131	42	of	of	ADP
fis-4230	131	43	beam	beam	NOUN
fis-4230	131	44	section	section	NOUN
fis-4230	131	45	and	and	CCONJ
fis-4230	131	46	different	different	ADJ
fis-4230	131	47	as	as	ADP
fis-4230	131	48	.	.	PUNCT
fis-4230	132	1	s.	s.	PROPN
fis-4230	132	2	s.	s.	PROPN
fis-4230	132	3	e.	e.	PROPN
fis-4230	132	4	ahmad	ahmad	PROPN
fis-4230	132	5	et	et	PROPN
fis-4230	132	6	alii	alii	PROPN
fis-4230	132	7	,	,	PUNCT
fis-4230	132	8	frattura	frattura	PROPN
fis-4230	132	9	ed	ed	PROPN
fis-4230	132	10	integrità	integrità	PROPN
fis-4230	132	11	strutturale	strutturale	PROPN
fis-4230	132	12	,	,	PUNCT
fis-4230	132	13	65	65	NUM
fis-4230	132	14	(	(	PUNCT
fis-4230	132	15	2023	2023	NUM
fis-4230	132	16	)	)	PUNCT
fis-4230	132	17	270	270	NUM
fis-4230	132	18	-	-	SYM
fis-4230	132	19	288	288	NUM
fis-4230	132	20	;	;	PUNCT
fis-4230	132	21	doi	doi	NOUN
fis-4230	132	22	:	:	PUNCT
fis-4230	132	23	10.3221	10.3221	NUM
fis-4230	132	24	/	/	SYM
fis-4230	132	25	igf	igf	PROPN
fis-4230	132	26	-	-	PUNCT
fis-4230	132	27	esis.65.18	esis.65.18	PROPN
fis-4230	132	28	277	277	NUM
fis-4230	132	29	(	(	PUNCT
fis-4230	132	30	a	a	NOUN
fis-4230	132	31	)	)	PUNCT
fis-4230	132	32	minimum	minimum	NOUN
fis-4230	132	33	as	as	ADP
fis-4230	132	34	(	(	PUNCT
fis-4230	132	35	b	b	NOUN
fis-4230	132	36	)	)	PUNCT
fis-4230	132	37	average	average	NOUN
fis-4230	132	38	as	as	ADP
fis-4230	132	39	figure	figure	NOUN
fis-4230	132	40	7	7	NUM
fis-4230	132	41	:	:	PUNCT
fis-4230	132	42	crack	crack	VERB
fis-4230	132	43	pattern	pattern	NOUN
fis-4230	132	44	using	use	VERB
fis-4230	132	45	concrete	concrete	ADJ
fis-4230	132	46	strength	strength	NOUN
fis-4230	132	47	20	20	NUM
fis-4230	132	48	mpa	mpa	NOUN
fis-4230	132	49	in	in	ADP
fis-4230	132	50	tension	tension	NOUN
fis-4230	132	51	zone	zone	NOUN
fis-4230	132	52	and	and	CCONJ
fis-4230	132	53	variation	variation	NOUN
fis-4230	132	54	in	in	ADP
fis-4230	132	55	compression	compression	NOUN
fis-4230	132	56	zone	zone	NOUN
fis-4230	132	57	.	.	PUNCT
fis-4230	133	1	(	(	PUNCT
fis-4230	133	2	a	a	X
fis-4230	133	3	)	)	PUNCT
fis-4230	133	4	minimum	minimum	NOUN
fis-4230	133	5	as	as	ADP
fis-4230	133	6	(	(	PUNCT
fis-4230	133	7	b	b	NOUN
fis-4230	133	8	)	)	PUNCT
fis-4230	133	9	average	average	NOUN
fis-4230	133	10	as	as	ADP
fis-4230	133	11	figure	figure	NOUN
fis-4230	133	12	8	8	NUM
fis-4230	133	13	:	:	PUNCT
fis-4230	133	14	load	load	NOUN
fis-4230	133	15	-	-	PUNCT
fis-4230	133	16	deflection	deflection	NOUN
fis-4230	133	17	curve	curve	NOUN
fis-4230	133	18	using	use	VERB
fis-4230	133	19	concrete	concrete	ADJ
fis-4230	133	20	strength	strength	NOUN
fis-4230	133	21	35	35	NUM
fis-4230	133	22	mpa	mpa	NOUN
fis-4230	133	23	in	in	ADP
fis-4230	133	24	tension	tension	NOUN
fis-4230	133	25	zone	zone	NOUN
fis-4230	133	26	and	and	CCONJ
fis-4230	133	27	variation	variation	NOUN
fis-4230	133	28	in	in	ADP
fis-4230	133	29	compression	compression	NOUN
fis-4230	133	30	zone	zone	NOUN
fis-4230	133	31	.	.	PUNCT
fis-4230	134	1	for	for	ADP
fis-4230	134	2	the	the	DET
fis-4230	134	3	beams	beam	NOUN
fis-4230	134	4	having	have	VERB
fis-4230	134	5	the	the	DET
fis-4230	134	6	same	same	ADJ
fis-4230	134	7	layers	layer	NOUN
fis-4230	134	8	and	and	CCONJ
fis-4230	134	9	different	different	ADJ
fis-4230	134	10	reinforcement	reinforcement	NOUN
fis-4230	134	11	ratios	ratio	NOUN
fis-4230	134	12	,	,	PUNCT
fis-4230	134	13	average	average	ADJ
fis-4230	134	14	steel	steel	NOUN
fis-4230	134	15	reinforcement	reinforcement	NOUN
fis-4230	134	16	ratios	ratio	NOUN
fis-4230	134	17	achieved	achieve	VERB
fis-4230	134	18	higher	high	ADJ
fis-4230	134	19	load	load	NOUN
fis-4230	134	20	carrying	carry	VERB
fis-4230	134	21	capacity	capacity	NOUN
fis-4230	134	22	and	and	CCONJ
fis-4230	134	23	lower	low	ADJ
fis-4230	134	24	ductility	ductility	NOUN
fis-4230	134	25	than	than	ADP
fis-4230	134	26	the	the	DET
fis-4230	134	27	same	same	ADJ
fis-4230	134	28	minimum	minimum	ADJ
fis-4230	134	29	steel	steel	NOUN
fis-4230	134	30	reinforcement	reinforcement	NOUN
fis-4230	134	31	ratios	ratio	NOUN
fis-4230	134	32	.	.	PUNCT
fis-4230	135	1	the	the	DET
fis-4230	135	2	load	load	NOUN
fis-4230	135	3	capacity	capacity	NOUN
fis-4230	135	4	increased	increase	VERB
fis-4230	135	5	from	from	ADP
fis-4230	135	6	94.3	94.3	NUM
fis-4230	135	7	kn	kn	NOUN
fis-4230	135	8	to	to	ADP
fis-4230	135	9	150.3	150.3	NUM
fis-4230	135	10	kn	kn	NOUN
fis-4230	135	11	with	with	ADP
fis-4230	135	12	an	an	DET
fis-4230	135	13	increment	increment	NOUN
fis-4230	135	14	of	of	ADP
fis-4230	135	15	59.3	59.3	NUM
fis-4230	135	16	%	%	NOUN
fis-4230	135	17	,	,	PUNCT
fis-4230	135	18	and	and	CCONJ
fis-4230	135	19	deflection	deflection	NOUN
fis-4230	135	20	decreased	decrease	VERB
fis-4230	135	21	from	from	ADP
fis-4230	135	22	16.1	16.1	NUM
fis-4230	135	23	mm	mm	NOUN
fis-4230	135	24	to	to	ADP
fis-4230	135	25	9.8	9.8	NUM
fis-4230	135	26	mm	mm	NOUN
fis-4230	135	27	with	with	ADP
fis-4230	135	28	an	an	DET
fis-4230	135	29	increment	increment	NOUN
fis-4230	135	30	of	of	ADP
fis-4230	135	31	61.1	61.1	NUM
fis-4230	135	32	%	%	NOUN
fis-4230	135	33	in	in	ADP
fis-4230	135	34	beam	beam	NOUN
fis-4230	135	35	20	20	NUM
fis-4230	135	36	-	-	SYM
fis-4230	135	37	35	35	NUM
fis-4230	135	38	min	min	NOUN
fis-4230	135	39	and	and	CCONJ
fis-4230	135	40	av	av	NOUN
fis-4230	135	41	.	.	PUNCT
fis-4230	136	1	in	in	ADP
fis-4230	136	2	beam	beam	NOUN
fis-4230	136	3	35	35	NUM
fis-4230	136	4	-	-	PUNCT
fis-4230	136	5	35min	35min	NOUN
fis-4230	136	6	and	and	CCONJ
fis-4230	136	7	av	av	PROPN
fis-4230	136	8	,	,	PUNCT
fis-4230	136	9	the	the	DET
fis-4230	136	10	load	load	NOUN
fis-4230	136	11	carrying	carry	VERB
fis-4230	136	12	capacity	capacity	NOUN
fis-4230	136	13	increased	increase	VERB
fis-4230	136	14	from	from	ADP
fis-4230	136	15	94.7	94.7	NUM
fis-4230	136	16	kn	kn	NOUN
fis-4230	136	17	to	to	ADP
fis-4230	136	18	148.6	148.6	NUM
fis-4230	136	19	kn	kn	PROPN
fis-4230	136	20	with	with	ADP
fis-4230	136	21	an	an	DET
fis-4230	136	22	increment	increment	NOUN
fis-4230	136	23	of	of	ADP
fis-4230	136	24	56.8	56.8	NUM
fis-4230	136	25	%	%	NOUN
fis-4230	136	26	,	,	PUNCT
fis-4230	136	27	and	and	CCONJ
fis-4230	136	28	the	the	DET
fis-4230	136	29	deflection	deflection	NOUN
fis-4230	136	30	decreased	decrease	VERB
fis-4230	136	31	from	from	ADP
fis-4230	136	32	14	14	NUM
fis-4230	136	33	mm	mm	NOUN
fis-4230	136	34	to	to	ADP
fis-4230	136	35	7.7	7.7	NUM
fis-4230	136	36	mm	mm	NOUN
fis-4230	136	37	with	with	ADP
fis-4230	136	38	an	an	DET
fis-4230	136	39	increment	increment	NOUN
fis-4230	136	40	of	of	ADP
fis-4230	136	41	45.1	45.1	NUM
fis-4230	136	42	%	%	NOUN
fis-4230	136	43	.	.	PUNCT
fis-4230	137	1	similarly	similarly	ADV
fis-4230	137	2	,	,	PUNCT
fis-4230	137	3	beams	beam	VERB
fis-4230	137	4	50	50	NUM
fis-4230	137	5	-	-	SYM
fis-4230	137	6	35	35	NUM
fis-4230	137	7	min	min	NOUN
fis-4230	137	8	and	and	CCONJ
fis-4230	137	9	av	av	NOUN
fis-4230	137	10	.	.	PUNCT
fis-4230	138	1	the	the	DET
fis-4230	138	2	load	load	NOUN
fis-4230	138	3	carrying	carry	VERB
fis-4230	138	4	capacity	capacity	NOUN
fis-4230	138	5	increased	increase	VERB
fis-4230	138	6	from	from	ADP
fis-4230	138	7	100	100	NUM
fis-4230	138	8	kn	kn	NOUN
fis-4230	138	9	to	to	ADP
fis-4230	138	10	162.1	162.1	NUM
fis-4230	138	11	kn	kn	NOUN
fis-4230	138	12	with	with	ADP
fis-4230	138	13	an	an	DET
fis-4230	138	14	increment	increment	NOUN
fis-4230	138	15	of	of	ADP
fis-4230	138	16	71.8	71.8	NUM
fis-4230	138	17	%	%	NOUN
fis-4230	138	18	,	,	PUNCT
fis-4230	138	19	and	and	CCONJ
fis-4230	138	20	the	the	DET
fis-4230	138	21	deflection	deflection	NOUN
fis-4230	138	22	decreased	decrease	VERB
fis-4230	138	23	from	from	ADP
fis-4230	138	24	22.3	22.3	NUM
fis-4230	138	25	mm	mm	NOUN
fis-4230	138	26	to	to	ADP
fis-4230	138	27	5.1	5.1	NUM
fis-4230	138	28	mm	mm	NOUN
fis-4230	138	29	with	with	ADP
fis-4230	138	30	an	an	DET
fis-4230	138	31	increment	increment	NOUN
fis-4230	138	32	of	of	ADP
fis-4230	138	33	77.1	77.1	NUM
fis-4230	138	34	%	%	NOUN
fis-4230	138	35	.	.	PUNCT
fis-4230	139	1	it	it	PRON
fis-4230	139	2	is	be	AUX
fis-4230	139	3	concluded	conclude	VERB
fis-4230	139	4	that	that	SCONJ
fis-4230	139	5	increasing	increase	VERB
fis-4230	139	6	the	the	DET
fis-4230	139	7	tensile	tensile	NOUN
fis-4230	139	8	steel	steel	NOUN
fis-4230	139	9	reinforcement	reinforcement	NOUN
fis-4230	139	10	ratio	ratio	NOUN
fis-4230	139	11	increased	increase	VERB
fis-4230	139	12	load	load	NOUN
fis-4230	139	13	carrying	carry	VERB
fis-4230	139	14	capacity	capacity	NOUN
fis-4230	139	15	and	and	CCONJ
fis-4230	139	16	decreases	decrease	VERB
fis-4230	139	17	ductility	ductility	NOUN
fis-4230	139	18	,	,	PUNCT
fis-4230	139	19	as	as	SCONJ
fis-4230	139	20	shown	show	VERB
fis-4230	139	21	in	in	ADP
fis-4230	139	22	fig	fig	NOUN
fis-4230	139	23	.	.	PUNCT
fis-4230	140	1	9	9	NUM
fis-4230	140	2	.	.	SYM
fis-4230	140	3	20	20	NUM
fis-4230	140	4	-	-	PUNCT
fis-4230	140	5	20min	20min	NOUN
fis-4230	140	6	20	20	NUM
fis-4230	140	7	-	-	PUNCT
fis-4230	140	8	20av	20av	NOUN
fis-4230	140	9	35	35	NUM
fis-4230	140	10	-	-	PUNCT
fis-4230	140	11	20min	20min	NOUN
fis-4230	140	12	35	35	NUM
fis-4230	140	13	-	-	PUNCT
fis-4230	140	14	20av	20av	NOUN
fis-4230	140	15	50	50	NUM
fis-4230	140	16	-	-	PUNCT
fis-4230	140	17	20min	20min	NOUN
fis-4230	140	18	`	`	NUM
fis-4230	140	19	50	50	NUM
fis-4230	140	20	-	-	PUNCT
fis-4230	140	21	20av	20av	NOUN
fis-4230	140	22	s.	s.	PROPN
fis-4230	140	23	s.	s.	PROPN
fis-4230	140	24	e.	e.	PROPN
fis-4230	140	25	ahmad	ahmad	PROPN
fis-4230	140	26	et	et	PROPN
fis-4230	140	27	alii	alii	PROPN
fis-4230	140	28	,	,	PUNCT
fis-4230	140	29	frattura	frattura	PROPN
fis-4230	140	30	ed	ed	PROPN
fis-4230	140	31	integrità	integrità	PROPN
fis-4230	140	32	strutturale	strutturale	PROPN
fis-4230	140	33	,	,	PUNCT
fis-4230	140	34	65	65	NUM
fis-4230	140	35	(	(	PUNCT
fis-4230	140	36	2023	2023	NUM
fis-4230	140	37	)	)	PUNCT
fis-4230	140	38	270	270	NUM
fis-4230	140	39	-	-	SYM
fis-4230	140	40	288	288	NUM
fis-4230	140	41	;	;	PUNCT
fis-4230	140	42	doi	doi	NOUN
fis-4230	140	43	:	:	PUNCT
fis-4230	140	44	10.3221	10.3221	NUM
fis-4230	140	45	/	/	SYM
fis-4230	140	46	igf	igf	PROPN
fis-4230	140	47	-	-	PUNCT
fis-4230	140	48	esis.65.18	esis.65.18	PROPN
fis-4230	140	49	278	278	NUM
fis-4230	140	50	figure	figure	NOUN
fis-4230	140	51	9	9	NUM
fis-4230	140	52	:	:	PUNCT
fis-4230	140	53	load	load	NOUN
fis-4230	140	54	-	-	PUNCT
fis-4230	140	55	deflection	deflection	NOUN
fis-4230	140	56	curve	curve	NOUN
fis-4230	140	57	for	for	ADP
fis-4230	140	58	beams	beam	NOUN
fis-4230	140	59	with	with	ADP
fis-4230	140	60	same	same	ADJ
fis-4230	140	61	layers	layer	NOUN
fis-4230	140	62	of	of	ADP
fis-4230	140	63	beam	beam	NOUN
fis-4230	140	64	section	section	NOUN
fis-4230	140	65	and	and	CCONJ
fis-4230	140	66	different	different	ADJ
fis-4230	140	67	as	as	ADP
fis-4230	140	68	.	.	PUNCT
fis-4230	141	1	the	the	DET
fis-4230	141	2	failure	failure	NOUN
fis-4230	141	3	modes	mode	NOUN
fis-4230	141	4	of	of	ADP
fis-4230	141	5	these	these	DET
fis-4230	141	6	beams	beam	NOUN
fis-4230	141	7	are	be	AUX
fis-4230	141	8	shown	show	VERB
fis-4230	141	9	in	in	ADP
fis-4230	141	10	fig	fig	NOUN
fis-4230	141	11	.	.	PUNCT
fis-4230	142	1	10	10	NUM
fis-4230	142	2	.	.	PUNCT
fis-4230	143	1	all	all	DET
fis-4230	143	2	beams	beam	NOUN
fis-4230	143	3	with	with	ADP
fis-4230	143	4	average	average	ADJ
fis-4230	143	5	steel	steel	NOUN
fis-4230	143	6	reinforcement	reinforcement	NOUN
fis-4230	143	7	failed	fail	VERB
fis-4230	143	8	due	due	ADJ
fis-4230	143	9	to	to	ADP
fis-4230	143	10	shear	shear	VERB
fis-4230	143	11	.	.	PUNCT
fis-4230	144	1	unlike	unlike	ADP
fis-4230	144	2	the	the	DET
fis-4230	144	3	beams	beam	NOUN
fis-4230	144	4	with	with	ADP
fis-4230	144	5	average	average	ADJ
fis-4230	144	6	steel	steel	NOUN
fis-4230	144	7	,	,	PUNCT
fis-4230	144	8	the	the	DET
fis-4230	144	9	beams	beam	NOUN
fis-4230	144	10	with	with	ADP
fis-4230	144	11	a	a	DET
fis-4230	144	12	minimum	minimum	ADJ
fis-4230	144	13	steel	steel	NOUN
fis-4230	144	14	showed	show	VERB
fis-4230	144	15	a	a	DET
fis-4230	144	16	pronounced	pronounced	ADJ
fis-4230	144	17	deflection	deflection	NOUN
fis-4230	144	18	after	after	ADP
fis-4230	144	19	yielding	yield	VERB
fis-4230	144	20	up	up	ADP
fis-4230	144	21	to	to	ADP
fis-4230	144	22	failure	failure	NOUN
fis-4230	144	23	.	.	PUNCT
fis-4230	145	1	s.	s.	PROPN
fis-4230	145	2	s.	s.	PROPN
fis-4230	145	3	e.	e.	PROPN
fis-4230	145	4	ahmad	ahmad	PROPN
fis-4230	145	5	et	et	PROPN
fis-4230	145	6	alii	alii	PROPN
fis-4230	145	7	,	,	PUNCT
fis-4230	145	8	frattura	frattura	PROPN
fis-4230	145	9	ed	ed	PROPN
fis-4230	145	10	integrità	integrità	PROPN
fis-4230	145	11	strutturale	strutturale	PROPN
fis-4230	145	12	,	,	PUNCT
fis-4230	145	13	65	65	NUM
fis-4230	145	14	(	(	PUNCT
fis-4230	145	15	2023	2023	NUM
fis-4230	145	16	)	)	PUNCT
fis-4230	145	17	270	270	NUM
fis-4230	145	18	-	-	SYM
fis-4230	145	19	288	288	NUM
fis-4230	145	20	;	;	PUNCT
fis-4230	145	21	doi	doi	NOUN
fis-4230	145	22	:	:	PUNCT
fis-4230	145	23	10.3221	10.3221	NUM
fis-4230	145	24	/	/	SYM
fis-4230	145	25	igf	igf	PROPN
fis-4230	145	26	-	-	PUNCT
fis-4230	145	27	esis.65.18	esis.65.18	X
fis-4230	145	28	279	279	NUM
fis-4230	145	29	(	(	PUNCT
fis-4230	145	30	a	a	NOUN
fis-4230	145	31	)	)	PUNCT
fis-4230	145	32	minimum	minimum	NOUN
fis-4230	145	33	as	as	ADP
fis-4230	145	34	(	(	PUNCT
fis-4230	145	35	b	b	NOUN
fis-4230	145	36	)	)	PUNCT
fis-4230	145	37	average	average	NOUN
fis-4230	145	38	as	as	ADP
fis-4230	145	39	figure	figure	NOUN
fis-4230	145	40	10	10	NUM
fis-4230	145	41	:	:	PUNCT
fis-4230	145	42	crack	crack	VERB
fis-4230	145	43	pattern	pattern	NOUN
fis-4230	145	44	using	use	VERB
fis-4230	145	45	concrete	concrete	ADJ
fis-4230	145	46	strength	strength	NOUN
fis-4230	145	47	35	35	NUM
fis-4230	145	48	mpa	mpa	NOUN
fis-4230	145	49	in	in	ADP
fis-4230	145	50	tension	tension	NOUN
fis-4230	145	51	zone	zone	NOUN
fis-4230	145	52	and	and	CCONJ
fis-4230	145	53	variation	variation	NOUN
fis-4230	145	54	in	in	ADP
fis-4230	145	55	compression	compression	NOUN
fis-4230	145	56	zone	zone	NOUN
fis-4230	145	57	.	.	PUNCT
fis-4230	146	1	fig	fig	NOUN
fis-4230	146	2	.	.	PUNCT
fis-4230	147	1	11.a	11.a	NUM
fis-4230	147	2	shows	show	VERB
fis-4230	147	3	the	the	DET
fis-4230	147	4	load	load	NOUN
fis-4230	147	5	-	-	PUNCT
fis-4230	147	6	deflection	deflection	NOUN
fis-4230	147	7	curve	curve	NOUN
fis-4230	147	8	using	use	VERB
fis-4230	147	9	beam	beam	NOUN
fis-4230	147	10	50	50	NUM
fis-4230	147	11	-	-	PUNCT
fis-4230	147	12	50min	50min	NOUN
fis-4230	147	13	as	as	ADP
fis-4230	147	14	the	the	DET
fis-4230	147	15	control	control	NOUN
fis-4230	147	16	beam	beam	NOUN
fis-4230	147	17	(	(	PUNCT
fis-4230	147	18	concrete	concrete	ADJ
fis-4230	147	19	strength	strength	NOUN
fis-4230	147	20	50	50	NUM
fis-4230	147	21	mpa	mpa	NOUN
fis-4230	147	22	with	with	ADP
fis-4230	147	23	minimum	minimum	NOUN
fis-4230	147	24	as	as	ADP
fis-4230	147	25	)	)	PUNCT
fis-4230	147	26	.	.	PUNCT
fis-4230	148	1	the	the	DET
fis-4230	148	2	strength	strength	NOUN
fis-4230	148	3	of	of	ADP
fis-4230	148	4	the	the	DET
fis-4230	148	5	compression	compression	NOUN
fis-4230	148	6	zone	zone	NOUN
fis-4230	148	7	in	in	ADP
fis-4230	148	8	the	the	DET
fis-4230	148	9	other	other	ADJ
fis-4230	148	10	beams	beam	NOUN
fis-4230	148	11	was	be	AUX
fis-4230	148	12	20	20	NUM
fis-4230	148	13	or	or	CCONJ
fis-4230	148	14	35	35	NUM
fis-4230	148	15	mpa	mpa	NOUN
fis-4230	148	16	.	.	PUNCT
fis-4230	149	1	it	it	PRON
fis-4230	149	2	was	be	AUX
fis-4230	149	3	shown	show	VERB
fis-4230	149	4	that	that	SCONJ
fis-4230	149	5	the	the	DET
fis-4230	149	6	load	load	NOUN
fis-4230	149	7	capacity	capacity	NOUN
fis-4230	149	8	of	of	ADP
fis-4230	149	9	beams	beam	NOUN
fis-4230	149	10	decreases	decrease	NOUN
fis-4230	149	11	with	with	ADP
fis-4230	149	12	low	low	ADJ
fis-4230	149	13	compressive	compressive	ADJ
fis-4230	149	14	strength	strength	NOUN
fis-4230	149	15	in	in	ADP
fis-4230	149	16	the	the	DET
fis-4230	149	17	compression	compression	NOUN
fis-4230	149	18	zone	zone	NOUN
fis-4230	149	19	with	with	ADP
fis-4230	149	20	an	an	DET
fis-4230	149	21	increment	increment	NOUN
fis-4230	149	22	of	of	ADP
fis-4230	149	23	23.4	23.4	NUM
fis-4230	149	24	%	%	NOUN
fis-4230	149	25	and	and	CCONJ
fis-4230	149	26	5.4	5.4	NUM
fis-4230	149	27	%	%	NOUN
fis-4230	149	28	using	use	VERB
fis-4230	149	29	20	20	NUM
fis-4230	149	30	and	and	CCONJ
fis-4230	149	31	50	50	NUM
fis-4230	149	32	mpa	mpa	NOUN
fis-4230	149	33	respectively	respectively	ADV
fis-4230	149	34	.	.	PUNCT
fis-4230	150	1	the	the	DET
fis-4230	150	2	deflection	deflection	NOUN
fis-4230	150	3	decreased	decrease	VERB
fis-4230	150	4	by	by	ADP
fis-4230	150	5	a	a	DET
fis-4230	150	6	percent	percent	NOUN
fis-4230	150	7	32.2	32.2	NUM
fis-4230	150	8	%	%	NOUN
fis-4230	150	9	and	and	CCONJ
fis-4230	150	10	8.1	8.1	NUM
fis-4230	150	11	%	%	NOUN
fis-4230	150	12	using	use	VERB
fis-4230	150	13	20	20	NUM
fis-4230	150	14	and	and	CCONJ
fis-4230	150	15	50	50	NUM
fis-4230	150	16	mpa	mpa	NOUN
fis-4230	150	17	respectively	respectively	ADV
fis-4230	150	18	.	.	PUNCT
fis-4230	151	1	it	it	PRON
fis-4230	151	2	is	be	AUX
fis-4230	151	3	concluded	conclude	VERB
fis-4230	151	4	that	that	SCONJ
fis-4230	151	5	using	use	VERB
fis-4230	151	6	low	low	ADJ
fis-4230	151	7	strength	strength	NOUN
fis-4230	151	8	in	in	ADP
fis-4230	151	9	the	the	DET
fis-4230	151	10	compression	compression	NOUN
fis-4230	151	11	zone	zone	NOUN
fis-4230	151	12	decreases	decrease	VERB
fis-4230	151	13	load	load	NOUN
fis-4230	151	14	carrying	carry	VERB
fis-4230	151	15	capacity	capacity	NOUN
fis-4230	151	16	and	and	CCONJ
fis-4230	151	17	ductility	ductility	NOUN
fis-4230	151	18	.	.	PUNCT
fis-4230	152	1	the	the	DET
fis-4230	152	2	beams	beam	NOUN
fis-4230	152	3	with	with	ADP
fis-4230	152	4	average	average	ADJ
fis-4230	152	5	steel	steel	NOUN
fis-4230	152	6	reinforcement	reinforcement	NOUN
fis-4230	152	7	,	,	PUNCT
fis-4230	152	8	the	the	DET
fis-4230	152	9	highest	high	ADJ
fis-4230	152	10	load	load	NOUN
fis-4230	152	11	carrying	carry	VERB
fis-4230	152	12	capacity	capacity	NOUN
fis-4230	152	13	recorded	record	VERB
fis-4230	152	14	higher	high	ADJ
fis-4230	152	15	strength	strength	NOUN
fis-4230	152	16	in	in	ADP
fis-4230	152	17	the	the	DET
fis-4230	152	18	compression	compression	NOUN
fis-4230	152	19	zone	zone	NOUN
fis-4230	152	20	and	and	CCONJ
fis-4230	152	21	decreased	decrease	VERB
fis-4230	152	22	with	with	ADP
fis-4230	152	23	percent	percent	NOUN
fis-4230	152	24	33.2	33.2	NUM
fis-4230	152	25	%	%	NOUN
fis-4230	152	26	and	and	CCONJ
fis-4230	152	27	23.1	23.1	NUM
fis-4230	152	28	%	%	NOUN
fis-4230	152	29	using	use	VERB
fis-4230	152	30	20	20	NUM
fis-4230	152	31	and	and	CCONJ
fis-4230	152	32	350mpa	350mpa	NUM
fis-4230	152	33	respectively	respectively	ADV
fis-4230	152	34	.	.	PUNCT
fis-4230	153	1	the	the	DET
fis-4230	153	2	deflection	deflection	NOUN
fis-4230	153	3	decreased	decrease	VERB
fis-4230	153	4	with	with	ADP
fis-4230	153	5	high	high	ADJ
fis-4230	153	6	strength	strength	NOUN
fis-4230	153	7	in	in	ADP
fis-4230	153	8	the	the	DET
fis-4230	153	9	compression	compression	NOUN
fis-4230	153	10	zone	zone	NOUN
fis-4230	153	11	.	.	PUNCT
fis-4230	154	1	it	it	PRON
fis-4230	154	2	is	be	AUX
fis-4230	154	3	concluded	conclude	VERB
fis-4230	154	4	that	that	SCONJ
fis-4230	154	5	higher	high	ADJ
fis-4230	154	6	strength	strength	NOUN
fis-4230	154	7	in	in	ADP
fis-4230	154	8	the	the	DET
fis-4230	154	9	compression	compression	NOUN
fis-4230	154	10	zone	zone	NOUN
fis-4230	154	11	increases	increase	VERB
fis-4230	154	12	load	load	NOUN
fis-4230	154	13	carrying	carry	VERB
fis-4230	154	14	capacity	capacity	NOUN
fis-4230	154	15	and	and	CCONJ
fis-4230	154	16	decreases	decrease	VERB
fis-4230	154	17	deflection	deflection	NOUN
fis-4230	154	18	,	,	PUNCT
fis-4230	154	19	as	as	SCONJ
fis-4230	154	20	shown	show	VERB
fis-4230	154	21	in	in	ADP
fis-4230	154	22	fig	fig	NOUN
fis-4230	154	23	.	.	PUNCT
fis-4230	155	1	11.b	11.b	NUM
fis-4230	155	2	.	.	PUNCT
fis-4230	156	1	(	(	PUNCT
fis-4230	156	2	a	a	X
fis-4230	156	3	)	)	PUNCT
fis-4230	156	4	minimum	minimum	NOUN
fis-4230	156	5	as	as	ADP
fis-4230	156	6	(	(	PUNCT
fis-4230	156	7	b	b	NOUN
fis-4230	156	8	)	)	PUNCT
fis-4230	156	9	average	average	NOUN
fis-4230	156	10	as	as	ADP
fis-4230	156	11	figure	figure	NOUN
fis-4230	156	12	11	11	NUM
fis-4230	156	13	:	:	PUNCT
fis-4230	156	14	load	load	NOUN
fis-4230	156	15	-	-	PUNCT
fis-4230	156	16	deflection	deflection	NOUN
fis-4230	156	17	curve	curve	NOUN
fis-4230	156	18	using	use	VERB
fis-4230	156	19	concrete	concrete	ADJ
fis-4230	156	20	strength	strength	NOUN
fis-4230	156	21	50	50	NUM
fis-4230	156	22	mpa	mpa	NOUN
fis-4230	156	23	in	in	ADP
fis-4230	156	24	tension	tension	NOUN
fis-4230	156	25	zone	zone	NOUN
fis-4230	156	26	and	and	CCONJ
fis-4230	156	27	variation	variation	NOUN
fis-4230	156	28	in	in	ADP
fis-4230	156	29	compression	compression	NOUN
fis-4230	156	30	zone	zone	NOUN
fis-4230	156	31	.	.	PUNCT
fis-4230	157	1	like	like	ADP
fis-4230	157	2	the	the	DET
fis-4230	157	3	beams	beam	NOUN
fis-4230	157	4	of	of	ADP
fis-4230	157	5	20	20	NUM
fis-4230	157	6	and	and	CCONJ
fis-4230	157	7	35	35	NUM
fis-4230	157	8	mpa	mpa	NOUN
fis-4230	157	9	tension	tension	NOUN
fis-4230	157	10	layer	layer	NOUN
fis-4230	157	11	,	,	PUNCT
fis-4230	157	12	the	the	DET
fis-4230	157	13	beams	beam	NOUN
fis-4230	157	14	having	have	VERB
fis-4230	157	15	the	the	DET
fis-4230	157	16	same	same	ADJ
fis-4230	157	17	layers	layer	NOUN
fis-4230	157	18	and	and	CCONJ
fis-4230	157	19	different	different	ADJ
fis-4230	157	20	reinforcement	reinforcement	NOUN
fis-4230	157	21	ratios	ratio	NOUN
fis-4230	157	22	showed	show	VERB
fis-4230	157	23	the	the	DET
fis-4230	157	24	same	same	ADJ
fis-4230	157	25	trend	trend	NOUN
fis-4230	157	26	of	of	ADP
fis-4230	157	27	the	the	DET
fis-4230	157	28	average	average	ADJ
fis-4230	157	29	steel	steel	NOUN
fis-4230	157	30	reinforcement	reinforcement	NOUN
fis-4230	157	31	ratios	ratio	NOUN
fis-4230	157	32	compared	compare	VERB
fis-4230	157	33	to	to	ADP
fis-4230	157	34	the	the	DET
fis-4230	157	35	same	same	ADJ
fis-4230	157	36	minimum	minimum	ADJ
fis-4230	157	37	steel	steel	NOUN
fis-4230	157	38	reinforcement	reinforcement	NOUN
fis-4230	157	39	ratios	ratio	NOUN
fis-4230	157	40	.	.	PUNCT
fis-4230	158	1	the	the	DET
fis-4230	158	2	load	load	NOUN
fis-4230	158	3	capacity	capacity	NOUN
fis-4230	158	4	increased	increase	VERB
fis-4230	158	5	from	from	ADP
fis-4230	158	6	83.9	83.9	NUM
fis-4230	158	7	kn	kn	NOUN
fis-4230	158	8	to	to	ADP
fis-4230	158	9	151.6	151.6	NUM
fis-4230	158	10	kn	kn	NOUN
fis-4230	158	11	with	with	ADP
fis-4230	158	12	an	an	DET
fis-4230	158	13	increment	increment	NOUN
fis-4230	158	14	of	of	ADP
fis-4230	158	15	80.7	80.7	NUM
fis-4230	158	16	%	%	NOUN
fis-4230	158	17	,	,	PUNCT
fis-4230	158	18	and	and	CCONJ
fis-4230	158	19	deflection	deflection	NOUN
fis-4230	158	20	decreased	decrease	VERB
fis-4230	158	21	from	from	ADP
fis-4230	158	22	12.4	12.4	NUM
fis-4230	158	23	mm	mm	NOUN
fis-4230	158	24	to	to	ADP
fis-4230	158	25	20	20	NUM
fis-4230	158	26	-	-	PUNCT
fis-4230	158	27	35min	35min	NOUN
fis-4230	158	28	20	20	NUM
fis-4230	158	29	-	-	PUNCT
fis-4230	158	30	35av	35av	NOUN
fis-4230	158	31	35	35	NUM
fis-4230	158	32	-	-	PUNCT
fis-4230	158	33	35min	35min	NOUN
fis-4230	158	34	20	20	NUM
fis-4230	158	35	-	-	PUNCT
fis-4230	158	36	35av	35av	NOUN
fis-4230	158	37	50	50	NUM
fis-4230	158	38	-	-	PUNCT
fis-4230	158	39	35min	35min	NOUN
fis-4230	158	40	20	20	NUM
fis-4230	158	41	-	-	PUNCT
fis-4230	158	42	35av	35av	NOUN
fis-4230	158	43	s.	s.	PROPN
fis-4230	158	44	s.	s.	PROPN
fis-4230	158	45	e.	e.	PROPN
fis-4230	158	46	ahmad	ahmad	PROPN
fis-4230	158	47	et	et	PROPN
fis-4230	158	48	alii	alii	PROPN
fis-4230	158	49	,	,	PUNCT
fis-4230	158	50	frattura	frattura	PROPN
fis-4230	158	51	ed	ed	PROPN
fis-4230	158	52	integrità	integrità	PROPN
fis-4230	158	53	strutturale	strutturale	PROPN
fis-4230	158	54	,	,	PUNCT
fis-4230	158	55	65	65	NUM
fis-4230	158	56	(	(	PUNCT
fis-4230	158	57	2023	2023	NUM
fis-4230	158	58	)	)	PUNCT
fis-4230	158	59	270	270	NUM
fis-4230	158	60	-	-	SYM
fis-4230	158	61	288	288	NUM
fis-4230	158	62	;	;	PUNCT
fis-4230	158	63	doi	doi	NOUN
fis-4230	158	64	:	:	PUNCT
fis-4230	158	65	10.3221	10.3221	NUM
fis-4230	158	66	/	/	SYM
fis-4230	158	67	igf	igf	PROPN
fis-4230	158	68	-	-	PUNCT
fis-4230	158	69	esis.65.18	esis.65.18	PROPN
fis-4230	158	70	280	280	NUM
fis-4230	158	71	3.9	3.9	NUM
fis-4230	158	72	mm	mm	NOUN
fis-4230	158	73	with	with	ADP
fis-4230	158	74	an	an	DET
fis-4230	158	75	increment	increment	NOUN
fis-4230	158	76	of	of	ADP
fis-4230	158	77	68	68	NUM
fis-4230	158	78	%	%	NOUN
fis-4230	158	79	for	for	ADP
fis-4230	158	80	beams	beam	NOUN
fis-4230	158	81	20	20	NUM
fis-4230	158	82	-	-	SYM
fis-4230	158	83	50	50	NUM
fis-4230	158	84	min	min	NOUN
fis-4230	158	85	and	and	CCONJ
fis-4230	158	86	av	av	PROPN
fis-4230	158	87	.	.	PUNCT
fis-4230	159	1	the	the	DET
fis-4230	159	2	percent	percent	NOUN
fis-4230	159	3	of	of	ADP
fis-4230	159	4	load	load	NOUN
fis-4230	159	5	capacity	capacity	NOUN
fis-4230	159	6	increase	increase	NOUN
fis-4230	159	7	was	be	AUX
fis-4230	159	8	68.5	68.5	NUM
fis-4230	159	9	%	%	NOUN
fis-4230	159	10	,	,	PUNCT
fis-4230	159	11	and	and	CCONJ
fis-4230	159	12	decreasing	decrease	VERB
fis-4230	159	13	in	in	ADP
fis-4230	159	14	deflection	deflection	NOUN
fis-4230	159	15	was	be	AUX
fis-4230	159	16	79.3	79.3	NUM
fis-4230	159	17	%	%	NOUN
fis-4230	159	18	for	for	ADP
fis-4230	159	19	beams	beam	NOUN
fis-4230	159	20	35	35	NUM
fis-4230	159	21	-	-	SYM
fis-4230	159	22	50	50	NUM
fis-4230	159	23	min	min	NOUN
fis-4230	159	24	and	and	CCONJ
fis-4230	159	25	av	av	PRON
fis-4230	159	26	.	.	PUNCT
fis-4230	160	1	similarly	similarly	ADV
fis-4230	160	2	,	,	PUNCT
fis-4230	160	3	for	for	ADP
fis-4230	160	4	beams	beam	NOUN
fis-4230	160	5	50	50	NUM
fis-4230	160	6	-	-	SYM
fis-4230	160	7	50	50	NUM
fis-4230	160	8	min	min	NOUN
fis-4230	160	9	and	and	CCONJ
fis-4230	160	10	av	av	PROPN
fis-4230	160	11	,	,	PUNCT
fis-4230	160	12	the	the	DET
fis-4230	160	13	load	load	NOUN
fis-4230	160	14	capacity	capacity	NOUN
fis-4230	160	15	increased	increase	VERB
fis-4230	160	16	by	by	ADP
fis-4230	160	17	107.3	107.3	NUM
fis-4230	160	18	%	%	NOUN
fis-4230	160	19	,	,	PUNCT
fis-4230	160	20	and	and	CCONJ
fis-4230	160	21	the	the	DET
fis-4230	160	22	deflection	deflection	NOUN
fis-4230	160	23	decreased	decrease	VERB
fis-4230	160	24	by	by	ADP
fis-4230	160	25	82.1	82.1	NUM
fis-4230	160	26	%	%	NOUN
fis-4230	160	27	.	.	PUNCT
fis-4230	161	1	it	it	PRON
fis-4230	161	2	is	be	AUX
fis-4230	161	3	concluded	conclude	VERB
fis-4230	161	4	that	that	SCONJ
fis-4230	161	5	increasing	increase	VERB
fis-4230	161	6	the	the	DET
fis-4230	161	7	tensile	tensile	NOUN
fis-4230	161	8	steel	steel	NOUN
fis-4230	161	9	reinforcement	reinforcement	NOUN
fis-4230	161	10	ratio	ratio	NOUN
fis-4230	161	11	increases	increase	VERB
fis-4230	161	12	load	load	NOUN
fis-4230	161	13	carrying	carry	VERB
fis-4230	161	14	capacity	capacity	NOUN
fis-4230	161	15	and	and	CCONJ
fis-4230	161	16	decreases	decrease	VERB
fis-4230	161	17	ductility	ductility	NOUN
fis-4230	161	18	,	,	PUNCT
fis-4230	161	19	as	as	SCONJ
fis-4230	161	20	shown	show	VERB
fis-4230	161	21	in	in	ADP
fis-4230	161	22	fig	fig	NOUN
fis-4230	161	23	.	.	PUNCT
fis-4230	162	1	12	12	NUM
fis-4230	162	2	.	.	PUNCT
fis-4230	162	3	figure	figure	NOUN
fis-4230	162	4	12	12	NUM
fis-4230	162	5	:	:	PUNCT
fis-4230	162	6	load	load	NOUN
fis-4230	162	7	-	-	PUNCT
fis-4230	162	8	deflection	deflection	NOUN
fis-4230	162	9	curve	curve	NOUN
fis-4230	162	10	for	for	ADP
fis-4230	162	11	beams	beam	NOUN
fis-4230	162	12	with	with	ADP
fis-4230	162	13	same	same	ADJ
fis-4230	162	14	layers	layer	NOUN
fis-4230	162	15	of	of	ADP
fis-4230	162	16	beam	beam	NOUN
fis-4230	162	17	section	section	NOUN
fis-4230	162	18	and	and	CCONJ
fis-4230	162	19	different	different	ADJ
fis-4230	162	20	as	as	ADP
fis-4230	162	21	.	.	PUNCT
fis-4230	163	1	the	the	DET
fis-4230	163	2	failure	failure	NOUN
fis-4230	163	3	modes	mode	NOUN
fis-4230	163	4	of	of	ADP
fis-4230	163	5	these	these	DET
fis-4230	163	6	beams	beam	NOUN
fis-4230	163	7	are	be	AUX
fis-4230	163	8	shown	show	VERB
fis-4230	163	9	in	in	ADP
fis-4230	163	10	fig	fig	NOUN
fis-4230	163	11	.	.	PUNCT
fis-4230	164	1	13	13	NUM
fis-4230	164	2	.	.	PUNCT
fis-4230	165	1	all	all	DET
fis-4230	165	2	beams	beam	NOUN
fis-4230	165	3	with	with	ADP
fis-4230	165	4	average	average	ADJ
fis-4230	165	5	steel	steel	NOUN
fis-4230	165	6	reinforcement	reinforcement	NOUN
fis-4230	165	7	failed	fail	VERB
fis-4230	165	8	due	due	ADJ
fis-4230	165	9	to	to	ADP
fis-4230	165	10	shear	shear	VERB
fis-4230	165	11	.	.	PUNCT
fis-4230	166	1	the	the	DET
fis-4230	166	2	beams	beam	NOUN
fis-4230	166	3	with	with	ADP
fis-4230	166	4	minimum	minimum	NOUN
fis-4230	166	5	have	have	AUX
fis-4230	166	6	pronounced	pronounce	VERB
fis-4230	166	7	deflection	deflection	NOUN
fis-4230	166	8	after	after	ADP
fis-4230	166	9	yielding	yield	VERB
fis-4230	166	10	before	before	ADP
fis-4230	166	11	failure	failure	NOUN
fis-4230	166	12	.	.	PUNCT
fis-4230	167	1	the	the	DET
fis-4230	167	2	failure	failure	NOUN
fis-4230	167	3	mode	mode	NOUN
fis-4230	167	4	of	of	ADP
fis-4230	167	5	beams	beam	NOUN
fis-4230	167	6	with	with	ADP
fis-4230	167	7	minimum	minimum	ADJ
fis-4230	167	8	steel	steel	NOUN
fis-4230	167	9	reinforcement	reinforcement	NOUN
fis-4230	167	10	was	be	AUX
fis-4230	167	11	concrete	concrete	ADJ
fis-4230	167	12	crushing	crush	VERB
fis-4230	167	13	.	.	PUNCT
fis-4230	168	1	s.	s.	PROPN
fis-4230	168	2	s.	s.	PROPN
fis-4230	168	3	e.	e.	PROPN
fis-4230	168	4	ahmad	ahmad	PROPN
fis-4230	168	5	et	et	PROPN
fis-4230	168	6	alii	alii	PROPN
fis-4230	168	7	,	,	PUNCT
fis-4230	168	8	frattura	frattura	PROPN
fis-4230	168	9	ed	ed	PROPN
fis-4230	168	10	integrità	integrità	PROPN
fis-4230	168	11	strutturale	strutturale	PROPN
fis-4230	168	12	,	,	PUNCT
fis-4230	168	13	65	65	NUM
fis-4230	168	14	(	(	PUNCT
fis-4230	168	15	2023	2023	NUM
fis-4230	168	16	)	)	PUNCT
fis-4230	168	17	270	270	NUM
fis-4230	168	18	-	-	SYM
fis-4230	168	19	288	288	NUM
fis-4230	168	20	;	;	PUNCT
fis-4230	168	21	doi	doi	NOUN
fis-4230	168	22	:	:	PUNCT
fis-4230	168	23	10.3221	10.3221	NUM
fis-4230	168	24	/	/	SYM
fis-4230	168	25	igf	igf	PROPN
fis-4230	168	26	-	-	PUNCT
fis-4230	168	27	esis.65.18	esis.65.18	PROPN
fis-4230	168	28	281	281	NUM
fis-4230	168	29	(	(	PUNCT
fis-4230	168	30	a	a	NOUN
fis-4230	168	31	)	)	PUNCT
fis-4230	168	32	minimum	minimum	NOUN
fis-4230	168	33	as	as	ADP
fis-4230	168	34	(	(	PUNCT
fis-4230	168	35	b	b	NOUN
fis-4230	168	36	)	)	PUNCT
fis-4230	168	37	average	average	NOUN
fis-4230	168	38	as	as	ADP
fis-4230	168	39	figure	figure	NOUN
fis-4230	168	40	13	13	NUM
fis-4230	168	41	:	:	PUNCT
fis-4230	168	42	crack	crack	VERB
fis-4230	168	43	pattern	pattern	NOUN
fis-4230	168	44	using	use	VERB
fis-4230	168	45	concrete	concrete	ADJ
fis-4230	168	46	strength	strength	NOUN
fis-4230	168	47	50	50	NUM
fis-4230	168	48	mpa	mpa	NOUN
fis-4230	168	49	in	in	ADP
fis-4230	168	50	tension	tension	NOUN
fis-4230	168	51	zone	zone	NOUN
fis-4230	168	52	and	and	CCONJ
fis-4230	168	53	variation	variation	NOUN
fis-4230	168	54	in	in	ADP
fis-4230	168	55	compression	compression	NOUN
fis-4230	168	56	zone	zone	NOUN
fis-4230	168	57	.	.	PUNCT
fis-4230	169	1	fig	fig	NOUN
fis-4230	169	2	.	.	PUNCT
fis-4230	170	1	14.a	14.a	PROPN
fis-4230	170	2	shows	show	VERB
fis-4230	170	3	the	the	DET
fis-4230	170	4	maximum	maximum	ADJ
fis-4230	170	5	load	load	NOUN
fis-4230	170	6	with	with	ADP
fis-4230	170	7	varying	vary	VERB
fis-4230	170	8	compression	compression	NOUN
fis-4230	170	9	and	and	CCONJ
fis-4230	170	10	tension	tension	NOUN
fis-4230	170	11	zone	zone	NOUN
fis-4230	170	12	strengths	strength	NOUN
fis-4230	170	13	using	use	VERB
fis-4230	170	14	minimum	minimum	ADJ
fis-4230	170	15	steel	steel	NOUN
fis-4230	170	16	reinforcement	reinforcement	NOUN
fis-4230	170	17	.	.	PUNCT
fis-4230	171	1	the	the	DET
fis-4230	171	2	horizontal	horizontal	ADJ
fis-4230	171	3	axis	axis	NOUN
fis-4230	171	4	is	be	AUX
fis-4230	171	5	the	the	DET
fis-4230	171	6	strength	strength	NOUN
fis-4230	171	7	in	in	ADP
fis-4230	171	8	the	the	DET
fis-4230	171	9	compression	compression	NOUN
fis-4230	171	10	zone	zone	NOUN
fis-4230	171	11	,	,	PUNCT
fis-4230	171	12	and	and	CCONJ
fis-4230	171	13	the	the	DET
fis-4230	171	14	vertical	vertical	NOUN
fis-4230	171	15	is	be	AUX
fis-4230	171	16	the	the	DET
fis-4230	171	17	maximum	maximum	ADJ
fis-4230	171	18	load	load	NOUN
fis-4230	171	19	.	.	PUNCT
fis-4230	172	1	the	the	DET
fis-4230	172	2	highest	high	ADJ
fis-4230	172	3	load	load	NOUN
fis-4230	172	4	was	be	AUX
fis-4230	172	5	recorded	record	VERB
fis-4230	172	6	by	by	ADP
fis-4230	172	7	using	use	VERB
fis-4230	172	8	compressive	compressive	ADJ
fis-4230	172	9	strength	strength	NOUN
fis-4230	172	10	50	50	NUM
fis-4230	172	11	mpa	mpa	NOUN
fis-4230	172	12	in	in	ADP
fis-4230	172	13	the	the	DET
fis-4230	172	14	compression	compression	NOUN
fis-4230	172	15	zone	zone	NOUN
fis-4230	172	16	with	with	ADP
fis-4230	172	17	different	different	ADJ
fis-4230	172	18	strengths	strength	NOUN
fis-4230	172	19	in	in	ADP
fis-4230	172	20	the	the	DET
fis-4230	172	21	tension	tension	NOUN
fis-4230	172	22	zone	zone	NOUN
fis-4230	172	23	.	.	PUNCT
fis-4230	173	1	the	the	DET
fis-4230	173	2	maximum	maximum	ADJ
fis-4230	173	3	deflection	deflection	NOUN
fis-4230	173	4	draws	draw	VERB
fis-4230	173	5	with	with	ADP
fis-4230	173	6	varying	vary	VERB
fis-4230	173	7	strength	strength	NOUN
fis-4230	173	8	,	,	PUNCT
fis-4230	173	9	as	as	SCONJ
fis-4230	173	10	shown	show	VERB
fis-4230	173	11	in	in	ADP
fis-4230	173	12	fig	fig	NOUN
fis-4230	173	13	.	.	PUNCT
fis-4230	174	1	14.b	14.b	NUM
fis-4230	174	2	.	.	PUNCT
fis-4230	175	1	increasing	increase	VERB
fis-4230	175	2	compressive	compressive	ADJ
fis-4230	175	3	strength	strength	NOUN
fis-4230	175	4	in	in	ADP
fis-4230	175	5	the	the	DET
fis-4230	175	6	compression	compression	NOUN
fis-4230	175	7	zone	zone	NOUN
fis-4230	175	8	increases	increase	VERB
fis-4230	175	9	beams	beam	NOUN
fis-4230	175	10	’	'	PUNCT
fis-4230	175	11	deflection	deflection	NOUN
fis-4230	175	12	,	,	PUNCT
fis-4230	175	13	increasing	increase	VERB
fis-4230	175	14	ductility	ductility	NOUN
fis-4230	175	15	.	.	PUNCT
fis-4230	176	1	(	(	PUNCT
fis-4230	176	2	a	a	X
fis-4230	176	3	)	)	PUNCT
fis-4230	176	4	maximum	maximum	ADJ
fis-4230	176	5	load	load	NOUN
fis-4230	176	6	(	(	PUNCT
fis-4230	176	7	b	b	NOUN
fis-4230	176	8	)	)	PUNCT
fis-4230	176	9	maximum	maximum	ADJ
fis-4230	176	10	deflection	deflection	NOUN
fis-4230	176	11	figure	figure	NOUN
fis-4230	176	12	14	14	NUM
fis-4230	176	13	:	:	PUNCT
fis-4230	176	14	varying	vary	VERB
fis-4230	176	15	strength	strength	NOUN
fis-4230	176	16	in	in	ADP
fis-4230	176	17	compression	compression	NOUN
fis-4230	176	18	and	and	CCONJ
fis-4230	176	19	tension	tension	NOUN
fis-4230	176	20	zones	zone	NOUN
fis-4230	176	21	using	use	VERB
fis-4230	176	22	minimum	minimum	ADJ
fis-4230	176	23	steel	steel	NOUN
fis-4230	176	24	reinforcement	reinforcement	NOUN
fis-4230	176	25	.	.	PUNCT
fis-4230	177	1	fig	fig	NOUN
fis-4230	177	2	.	.	PUNCT
fis-4230	178	1	15.a	15.a	NUM
fis-4230	178	2	shows	show	VERB
fis-4230	178	3	the	the	DET
fis-4230	178	4	maximum	maximum	ADJ
fis-4230	178	5	load	load	NOUN
fis-4230	178	6	with	with	ADP
fis-4230	178	7	varying	vary	VERB
fis-4230	178	8	strength	strength	NOUN
fis-4230	178	9	in	in	ADP
fis-4230	178	10	compression	compression	NOUN
fis-4230	178	11	and	and	CCONJ
fis-4230	178	12	tension	tension	NOUN
fis-4230	178	13	zone	zone	NOUN
fis-4230	178	14	using	use	VERB
fis-4230	178	15	average	average	ADJ
fis-4230	178	16	steel	steel	NOUN
fis-4230	178	17	reinforcement	reinforcement	NOUN
fis-4230	178	18	.	.	PUNCT
fis-4230	179	1	the	the	DET
fis-4230	179	2	horizontal	horizontal	ADJ
fis-4230	179	3	axis	axis	NOUN
fis-4230	179	4	is	be	AUX
fis-4230	179	5	the	the	DET
fis-4230	179	6	compression	compression	NOUN
fis-4230	179	7	zone	zone	NOUN
fis-4230	179	8	's	's	PART
fis-4230	179	9	strength	strength	NOUN
fis-4230	179	10	,	,	PUNCT
fis-4230	179	11	and	and	CCONJ
fis-4230	179	12	the	the	DET
fis-4230	179	13	vertical	vertical	ADJ
fis-4230	179	14	axis	axis	NOUN
fis-4230	179	15	is	be	AUX
fis-4230	179	16	the	the	DET
fis-4230	179	17	maximum	maximum	ADJ
fis-4230	179	18	load	load	NOUN
fis-4230	179	19	.	.	PUNCT
fis-4230	180	1	the	the	DET
fis-4230	180	2	highest	high	ADJ
fis-4230	180	3	load	load	NOUN
fis-4230	180	4	was	be	AUX
fis-4230	180	5	recorded	record	VERB
fis-4230	180	6	by	by	ADP
fis-4230	180	7	using	use	VERB
fis-4230	180	8	compressive	compressive	ADJ
fis-4230	180	9	strength	strength	NOUN
fis-4230	180	10	50	50	NUM
fis-4230	180	11	mpa	mpa	NOUN
fis-4230	180	12	in	in	ADP
fis-4230	180	13	the	the	DET
fis-4230	180	14	compression	compression	NOUN
fis-4230	180	15	zone	zone	NOUN
fis-4230	180	16	with	with	ADP
fis-4230	180	17	different	different	ADJ
fis-4230	180	18	strengths	strength	NOUN
fis-4230	180	19	in	in	ADP
fis-4230	180	20	the	the	DET
fis-4230	180	21	tension	tension	NOUN
fis-4230	180	22	zone	zone	NOUN
fis-4230	180	23	.	.	PUNCT
fis-4230	181	1	the	the	DET
fis-4230	181	2	maximum	maximum	ADJ
fis-4230	181	3	deflection	deflection	NOUN
fis-4230	181	4	draws	draw	VERB
fis-4230	181	5	with	with	ADP
fis-4230	181	6	varying	vary	VERB
fis-4230	181	7	strength	strength	NOUN
fis-4230	181	8	as	as	SCONJ
fis-4230	181	9	shown	show	VERB
fis-4230	181	10	in	in	ADP
fis-4230	181	11	fig	fig	NOUN
fis-4230	181	12	.	.	PUNCT
fis-4230	182	1	15.b	15.b	NUM
fis-4230	182	2	.	.	PUNCT
fis-4230	183	1	increasing	increase	VERB
fis-4230	183	2	compressive	compressive	ADJ
fis-4230	183	3	strength	strength	NOUN
fis-4230	183	4	in	in	ADP
fis-4230	183	5	the	the	DET
fis-4230	183	6	compression	compression	NOUN
fis-4230	183	7	zone	zone	NOUN
fis-4230	183	8	decreases	decrease	VERB
fis-4230	183	9	beams	beam	NOUN
fis-4230	183	10	'	'	PART
fis-4230	183	11	deflection	deflection	NOUN
fis-4230	183	12	,	,	PUNCT
fis-4230	183	13	leading	lead	VERB
fis-4230	183	14	to	to	PART
fis-4230	183	15	decrease	decrease	VERB
fis-4230	183	16	ductility	ductility	NOUN
fis-4230	183	17	.	.	PUNCT
fis-4230	184	1	35	35	NUM
fis-4230	184	2	-	-	PUNCT
fis-4230	184	3	50min	50min	NOUN
fis-4230	184	4	35	35	NUM
fis-4230	184	5	-	-	PUNCT
fis-4230	184	6	50av	50av	NOUN
fis-4230	184	7	20	20	NUM
fis-4230	184	8	-	-	PUNCT
fis-4230	184	9	50min	50min	NOUN
fis-4230	184	10	20	20	NUM
fis-4230	184	11	-	-	PUNCT
fis-4230	184	12	50av	50av	NOUN
fis-4230	184	13	50	50	NUM
fis-4230	184	14	-	-	PUNCT
fis-4230	184	15	50min	50min	NOUN
fis-4230	184	16	50	50	NUM
fis-4230	184	17	-	-	PUNCT
fis-4230	184	18	50av	50av	NOUN
fis-4230	184	19	s.	s.	PROPN
fis-4230	184	20	s.	s.	PROPN
fis-4230	184	21	e.	e.	PROPN
fis-4230	184	22	ahmad	ahmad	PROPN
fis-4230	184	23	et	et	PROPN
fis-4230	184	24	alii	alii	PROPN
fis-4230	184	25	,	,	PUNCT
fis-4230	184	26	frattura	frattura	PROPN
fis-4230	184	27	ed	ed	PROPN
fis-4230	184	28	integrità	integrità	PROPN
fis-4230	184	29	strutturale	strutturale	PROPN
fis-4230	184	30	,	,	PUNCT
fis-4230	184	31	65	65	NUM
fis-4230	184	32	(	(	PUNCT
fis-4230	184	33	2023	2023	NUM
fis-4230	184	34	)	)	PUNCT
fis-4230	184	35	270	270	NUM
fis-4230	184	36	-	-	SYM
fis-4230	184	37	288	288	NUM
fis-4230	184	38	;	;	PUNCT
fis-4230	184	39	doi	doi	NOUN
fis-4230	184	40	:	:	PUNCT
fis-4230	184	41	10.3221	10.3221	NUM
fis-4230	184	42	/	/	SYM
fis-4230	184	43	igf	igf	PROPN
fis-4230	184	44	-	-	PUNCT
fis-4230	184	45	esis.65.18	esis.65.18	PROPN
fis-4230	184	46	282	282	NUM
fis-4230	184	47	(	(	PUNCT
fis-4230	184	48	a	a	NOUN
fis-4230	184	49	)	)	PUNCT
fis-4230	184	50	maximum	maximum	ADJ
fis-4230	184	51	load	load	NOUN
fis-4230	184	52	(	(	PUNCT
fis-4230	184	53	b	b	NOUN
fis-4230	184	54	)	)	PUNCT
fis-4230	184	55	maximum	maximum	ADJ
fis-4230	184	56	deflection	deflection	NOUN
fis-4230	184	57	figure	figure	NOUN
fis-4230	184	58	15	15	NUM
fis-4230	184	59	:	:	PUNCT
fis-4230	184	60	varying	vary	VERB
fis-4230	184	61	strength	strength	NOUN
fis-4230	184	62	in	in	ADP
fis-4230	184	63	compression	compression	NOUN
fis-4230	184	64	and	and	CCONJ
fis-4230	184	65	tension	tension	NOUN
fis-4230	184	66	zones	zone	NOUN
fis-4230	184	67	using	use	VERB
fis-4230	184	68	average	average	ADJ
fis-4230	184	69	steel	steel	NOUN
fis-4230	184	70	reinforcement	reinforcement	NOUN
fis-4230	184	71	.	.	PUNCT
fis-4230	185	1	numerical	numerical	ADJ
fis-4230	185	2	results	result	NOUN
fis-4230	185	3	and	and	CCONJ
fis-4230	185	4	comparisons	comparison	NOUN
fis-4230	185	5	3d	3d	PROPN
fis-4230	185	6	finite	finite	PROPN
fis-4230	185	7	element	element	NOUN
fis-4230	185	8	analysis	analysis	NOUN
fis-4230	185	9	was	be	AUX
fis-4230	185	10	executed	execute	VERB
fis-4230	185	11	using	use	VERB
fis-4230	185	12	abaqus	abaqus	NOUN
fis-4230	185	13	to	to	PART
fis-4230	185	14	simulate	simulate	VERB
fis-4230	185	15	the	the	DET
fis-4230	185	16	behavior	behavior	NOUN
fis-4230	185	17	of	of	ADP
fis-4230	185	18	reinforced	reinforce	VERB
fis-4230	185	19	concrete	concrete	ADJ
fis-4230	185	20	beams	beam	NOUN
fis-4230	185	21	tested	test	VERB
fis-4230	185	22	in	in	ADP
fis-4230	185	23	the	the	DET
fis-4230	185	24	experimental	experimental	ADJ
fis-4230	185	25	program[20	program[20	NOUN
fis-4230	185	26	]	]	PUNCT
fis-4230	185	27	.	.	PUNCT
fis-4230	186	1	the	the	DET
fis-4230	186	2	model	model	NOUN
fis-4230	186	3	consisted	consist	VERB
fis-4230	186	4	of	of	ADP
fis-4230	186	5	two	two	NUM
fis-4230	186	6	main	main	ADJ
fis-4230	186	7	parts	part	NOUN
fis-4230	186	8	;	;	PUNCT
fis-4230	186	9	the	the	DET
fis-4230	186	10	concrete	concrete	NOUN
fis-4230	186	11	was	be	AUX
fis-4230	186	12	modeled	model	VERB
fis-4230	186	13	using	use	VERB
fis-4230	186	14	3d	3d	NUM
fis-4230	186	15	solid	solid	ADJ
fis-4230	186	16	deformable	deformable	ADJ
fis-4230	186	17	element	element	NOUN
fis-4230	186	18	.	.	PUNCT
fis-4230	187	1	the	the	DET
fis-4230	187	2	second	second	ADJ
fis-4230	187	3	main	main	ADJ
fis-4230	187	4	part	part	NOUN
fis-4230	187	5	was	be	AUX
fis-4230	187	6	the	the	DET
fis-4230	187	7	steel	steel	NOUN
fis-4230	187	8	which	which	PRON
fis-4230	187	9	modeled	model	VERB
fis-4230	187	10	using	use	VERB
fis-4230	187	11	1d	1d	NUM
fis-4230	187	12	axially	axially	ADV
fis-4230	187	13	loaded	load	VERB
fis-4230	187	14	truss	truss	ADJ
fis-4230	187	15	element	element	NOUN
fis-4230	187	16	[	[	X
fis-4230	187	17	21	21	NUM
fis-4230	187	18	]	]	PUNCT
fis-4230	187	19	,	,	PUNCT
fis-4230	187	20	[	[	X
fis-4230	187	21	22	22	NUM
fis-4230	187	22	]	]	PUNCT
fis-4230	187	23	.	.	PUNCT
fis-4230	188	1	concrete	concrete	ADJ
fis-4230	188	2	material	material	NOUN
fis-4230	188	3	defined	define	VERB
fis-4230	188	4	elastic	elastic	ADJ
fis-4230	188	5	and	and	CCONJ
fis-4230	188	6	concrete	concrete	ADJ
fis-4230	188	7	damage	damage	NOUN
fis-4230	188	8	plasticity	plasticity	NOUN
fis-4230	188	9	.	.	PUNCT
fis-4230	189	1	the	the	DET
fis-4230	189	2	constitutive	constitutive	ADJ
fis-4230	189	3	model	model	NOUN
fis-4230	189	4	,	,	PUNCT
fis-4230	189	5	according	accord	VERB
fis-4230	189	6	to	to	ADP
fis-4230	189	7	carreira	carreira	PROPN
fis-4230	189	8	and	and	CCONJ
fis-4230	189	9	chu	chu	PROPN
fis-4230	189	10	used	use	VERB
fis-4230	189	11	for	for	ADP
fis-4230	189	12	the	the	DET
fis-4230	189	13	definition	definition	NOUN
fis-4230	189	14	of	of	ADP
fis-4230	189	15	concrete	concrete	NOUN
fis-4230	189	16	as	as	SCONJ
fis-4230	189	17	shown	show	VERB
fis-4230	189	18	in	in	ADP
fis-4230	189	19	fig	fig	NOUN
fis-4230	189	20	.	.	PUNCT
fis-4230	190	1	16.a	16.a	NUM
fis-4230	190	2	,	,	PUNCT
fis-4230	190	3	b	b	NOUN
fis-4230	191	1	[	[	X
fis-4230	191	2	23	23	NUM
fis-4230	191	3	]	]	PUNCT
fis-4230	191	4	,	,	PUNCT
fis-4230	191	5	[	[	X
fis-4230	191	6	24	24	NUM
fis-4230	191	7	]	]	PUNCT
fis-4230	191	8	.	.	PUNCT
fis-4230	192	1	the	the	DET
fis-4230	192	2	concrete	concrete	ADJ
fis-4230	192	3	damage	damage	NOUN
fis-4230	192	4	plasticity	plasticity	NOUN
fis-4230	192	5	model	model	NOUN
fis-4230	192	6	was	be	AUX
fis-4230	192	7	used	use	VERB
fis-4230	192	8	to	to	PART
fis-4230	192	9	present	present	VERB
fis-4230	192	10	the	the	DET
fis-4230	192	11	behavior	behavior	NOUN
fis-4230	192	12	of	of	ADP
fis-4230	192	13	concrete	concrete	NOUN
fis-4230	192	14	in	in	ADP
fis-4230	192	15	tension	tension	NOUN
fis-4230	192	16	and	and	CCONJ
fis-4230	192	17	compression	compression	NOUN
fis-4230	192	18	.	.	PUNCT
fis-4230	193	1	the	the	DET
fis-4230	193	2	plasticity	plasticity	NOUN
fis-4230	193	3	parameters	parameter	NOUN
fis-4230	193	4	used	use	VERB
fis-4230	193	5	are	be	AUX
fis-4230	193	6	the	the	DET
fis-4230	193	7	dilation	dilation	NOUN
fis-4230	193	8	angle	angle	NOUN
fis-4230	193	9	(	(	PUNCT
fis-4230	193	10	ψ	ψ	NOUN
fis-4230	193	11	)	)	PUNCT
fis-4230	193	12	with	with	ADP
fis-4230	193	13	a	a	DET
fis-4230	193	14	value	value	NOUN
fis-4230	193	15	of	of	ADP
fis-4230	193	16	35	35	NUM
fis-4230	193	17	[	[	X
fis-4230	193	18	25	25	NUM
fis-4230	193	19	]	]	PUNCT
fis-4230	193	20	,	,	PUNCT
fis-4230	193	21	eccentricity	eccentricity	NOUN
fis-4230	193	22	(	(	PUNCT
fis-4230	193	23	ϵ	ϵ	X
fis-4230	193	24	)	)	PUNCT
fis-4230	193	25	with	with	ADP
fis-4230	193	26	a	a	DET
fis-4230	193	27	value	value	NOUN
fis-4230	193	28	of	of	ADP
fis-4230	193	29	0.1[20	0.1[20	PROPN
fis-4230	193	30	]	]	PUNCT
fis-4230	193	31	,	,	PUNCT
fis-4230	193	32	the	the	DET
fis-4230	193	33	ratio	ratio	NOUN
fis-4230	193	34	of	of	ADP
fis-4230	193	35	initial	initial	ADJ
fis-4230	193	36	equibiaxial	equibiaxial	ADJ
fis-4230	193	37	compressive	compressive	ADJ
fis-4230	193	38	yield	yield	NOUN
fis-4230	193	39	stress	stress	NOUN
fis-4230	193	40	to	to	ADP
fis-4230	193	41	initial	initial	ADJ
fis-4230	193	42	uniaxial	uniaxial	ADJ
fis-4230	193	43	compressive	compressive	ADJ
fis-4230	193	44	yield	yield	NOUN
fis-4230	193	45	stress	stress	NOUN
fis-4230	193	46	(	(	PUNCT
fis-4230	193	47	fb0/	fb0/	PROPN
fis-4230	193	48	fc0	fc0	PROPN
fis-4230	193	49	)	)	PUNCT
fis-4230	193	50	with	with	ADP
fis-4230	193	51	a	a	DET
fis-4230	193	52	value	value	NOUN
fis-4230	193	53	1.16	1.16	NUM
fis-4230	193	54	[	[	X
fis-4230	193	55	26	26	NUM
fis-4230	193	56	]	]	PUNCT
fis-4230	193	57	,	,	PUNCT
fis-4230	193	58	[	[	X
fis-4230	193	59	27	27	NUM
fis-4230	193	60	]	]	PUNCT
fis-4230	193	61	,	,	PUNCT
fis-4230	193	62	the	the	DET
fis-4230	193	63	ratio	ratio	NOUN
fis-4230	193	64	of	of	ADP
fis-4230	193	65	the	the	DET
fis-4230	193	66	second	second	ADJ
fis-4230	193	67	stress	stress	NOUN
fis-4230	193	68	invariant	invariant	ADJ
fis-4230	193	69	on	on	ADP
fis-4230	193	70	the	the	DET
fis-4230	193	71	tensile	tensile	NOUN
fis-4230	193	72	meridian	meridian	PROPN
fis-4230	193	73	(	(	PUNCT
fis-4230	193	74	kc	kc	PROPN
fis-4230	193	75	)	)	PUNCT
fis-4230	193	76	with	with	ADP
fis-4230	193	77	a	a	DET
fis-4230	193	78	value	value	NOUN
fis-4230	193	79	of	of	ADP
fis-4230	193	80	0.667	0.667	NUM
fis-4230	193	81	[	[	X
fis-4230	193	82	26	26	NUM
fis-4230	193	83	]	]	PUNCT
fis-4230	193	84	,	,	PUNCT
fis-4230	193	85	viscosity	viscosity	NOUN
fis-4230	193	86	parameter	parameter	NOUN
fis-4230	193	87	(	(	PUNCT
fis-4230	193	88	μ	μ	NOUN
fis-4230	193	89	)	)	PUNCT
fis-4230	193	90	with	with	ADP
fis-4230	193	91	a	a	DET
fis-4230	193	92	value	value	NOUN
fis-4230	193	93	of	of	ADP
fis-4230	193	94	0.01	0.01	NUM
fis-4230	194	1	[	[	X
fis-4230	194	2	25	25	NUM
fis-4230	194	3	]	]	PUNCT
fis-4230	194	4	.	.	PUNCT
fis-4230	195	1	steel	steel	NOUN
fis-4230	195	2	was	be	AUX
fis-4230	195	3	modeled	model	VERB
fis-4230	195	4	as	as	ADP
fis-4230	195	5	elastoplastic	elastoplastic	ADJ
fis-4230	195	6	and	and	CCONJ
fis-4230	195	7	linear	linear	ADJ
fis-4230	195	8	hardening	harden	VERB
fis-4230	195	9	curve	curve	NOUN
fis-4230	195	10	to	to	PART
fis-4230	195	11	describe	describe	VERB
fis-4230	195	12	yielding	yield	VERB
fis-4230	195	13	stage	stage	NOUN
fis-4230	195	14	[	[	X
fis-4230	195	15	21	21	NUM
fis-4230	195	16	]	]	PUNCT
fis-4230	195	17	,	,	PUNCT
fis-4230	195	18	[	[	X
fis-4230	195	19	22	22	NUM
fis-4230	195	20	]	]	PUNCT
fis-4230	195	21	.	.	PUNCT
fis-4230	196	1	a	a	DET
fis-4230	196	2	perfect	perfect	ADJ
fis-4230	196	3	bond	bond	NOUN
fis-4230	196	4	between	between	ADP
fis-4230	196	5	steel	steel	NOUN
fis-4230	196	6	and	and	CCONJ
fis-4230	196	7	concrete	concrete	NOUN
fis-4230	196	8	is	be	AUX
fis-4230	196	9	assigned	assign	VERB
fis-4230	196	10	using	use	VERB
fis-4230	196	11	the	the	DET
fis-4230	196	12	embedded	embed	VERB
fis-4230	196	13	region	region	NOUN
fis-4230	196	14	interaction	interaction	NOUN
fis-4230	196	15	.	.	PUNCT
fis-4230	197	1	the	the	DET
fis-4230	197	2	element	element	NOUN
fis-4230	197	3	assigned	assign	VERB
fis-4230	197	4	to	to	ADP
fis-4230	197	5	concrete	concrete	NOUN
fis-4230	197	6	was	be	AUX
fis-4230	197	7	eight	eight	NUM
fis-4230	197	8	nodes	node	NOUN
fis-4230	197	9	element	element	NOUN
fis-4230	197	10	(	(	PUNCT
fis-4230	197	11	c3d8r	c3d8r	NUM
fis-4230	197	12	)	)	PUNCT
fis-4230	197	13	and	and	CCONJ
fis-4230	197	14	steel	steel	NOUN
fis-4230	197	15	was	be	AUX
fis-4230	197	16	two	two	NUM
fis-4230	197	17	nodes	node	NOUN
fis-4230	197	18	element	element	NOUN
fis-4230	197	19	(	(	PUNCT
fis-4230	197	20	t3d2	t3d2	NOUN
fis-4230	197	21	)	)	PUNCT
fis-4230	197	22	.	.	PUNCT
fis-4230	198	1	(	(	PUNCT
fis-4230	198	2	a	a	X
fis-4230	198	3	)	)	PUNCT
fis-4230	198	4	compression	compression	NOUN
fis-4230	198	5	(	(	PUNCT
fis-4230	198	6	b	b	NOUN
fis-4230	198	7	)	)	PUNCT
fis-4230	198	8	tension	tension	NOUN
fis-4230	198	9	figure	figure	NOUN
fis-4230	198	10	16	16	NUM
fis-4230	198	11	:	:	PUNCT
fis-4230	198	12	constitutive	constitutive	ADJ
fis-4230	198	13	model	model	NOUN
fis-4230	198	14	defines	define	VERB
fis-4230	198	15	concrete	concrete	ADJ
fis-4230	198	16	damage	damage	NOUN
fis-4230	198	17	plasticity	plasticity	NOUN
fis-4230	198	18	.	.	PUNCT
fis-4230	199	1	mesh	mesh	NOUN
fis-4230	199	2	sensitivity	sensitivity	NOUN
fis-4230	199	3	analysis	analysis	NOUN
fis-4230	199	4	was	be	AUX
fis-4230	199	5	used	use	VERB
fis-4230	199	6	to	to	PART
fis-4230	199	7	select	select	VERB
fis-4230	199	8	the	the	DET
fis-4230	199	9	proper	proper	ADJ
fis-4230	199	10	element	element	NOUN
fis-4230	199	11	size	size	NOUN
fis-4230	199	12	.	.	PUNCT
fis-4230	200	1	the	the	DET
fis-4230	200	2	element	element	NOUN
fis-4230	200	3	sizes	size	NOUN
fis-4230	200	4	studied	study	VERB
fis-4230	200	5	were	be	AUX
fis-4230	200	6	40,35,30,25,20,20	40,35,30,25,20,20	NUM
fis-4230	200	7	and	and	CCONJ
fis-4230	200	8	15	15	NUM
fis-4230	200	9	mm	mm	NOUN
fis-4230	200	10	.	.	PUNCT
fis-4230	200	11	load	load	NOUN
fis-4230	200	12	and	and	CCONJ
fis-4230	200	13	deflection	deflection	NOUN
fis-4230	200	14	were	be	AUX
fis-4230	200	15	studied	study	VERB
fis-4230	200	16	at	at	ADP
fis-4230	200	17	specific	specific	ADJ
fis-4230	200	18	step	step	NOUN
fis-4230	200	19	time	time	NOUN
fis-4230	200	20	.	.	PUNCT
fis-4230	201	1	according	accord	VERB
fis-4230	201	2	to	to	ADP
fis-4230	201	3	the	the	DET
fis-4230	201	4	time	time	NOUN
fis-4230	201	5	cost	cost	NOUN
fis-4230	201	6	and	and	CCONJ
fis-4230	201	7	the	the	DET
fis-4230	201	8	accuracy	accuracy	NOUN
fis-4230	201	9	of	of	ADP
fis-4230	201	10	the	the	DET
fis-4230	201	11	results	result	NOUN
fis-4230	201	12	,	,	PUNCT
fis-4230	201	13	the	the	DET
fis-4230	201	14	best	good	ADJ
fis-4230	201	15	element	element	NOUN
fis-4230	201	16	size	size	NOUN
fis-4230	201	17	was	be	AUX
fis-4230	201	18	20	20	NUM
fis-4230	201	19	mm	mm	NOUN
fis-4230	201	20	with	with	ADP
fis-4230	201	21	an	an	DET
fis-4230	201	22	error	error	NOUN
fis-4230	201	23	percent	percent	NOUN
fis-4230	201	24	less	less	ADJ
fis-4230	201	25	than	than	ADP
fis-4230	201	26	1	1	NUM
fis-4230	201	27	%	%	NOUN
fis-4230	201	28	compared	compare	VERB
fis-4230	201	29	to	to	ADP
fis-4230	201	30	15	15	NUM
fis-4230	201	31	mm	mm	NOUN
fis-4230	201	32	,	,	PUNCT
fis-4230	201	33	see	see	VERB
fis-4230	201	34	fig	fig	NOUN
fis-4230	201	35	.	.	PUNCT
fis-4230	202	1	17	17	NUM
fis-4230	202	2	.	.	PUNCT
fis-4230	203	1	a	a	DET
fis-4230	203	2	s.	s.	PROPN
fis-4230	203	3	s.	s.	PROPN
fis-4230	203	4	e.	e.	PROPN
fis-4230	203	5	ahmad	ahmad	PROPN
fis-4230	203	6	et	et	PROPN
fis-4230	203	7	alii	alii	PROPN
fis-4230	203	8	,	,	PUNCT
fis-4230	203	9	frattura	frattura	PROPN
fis-4230	203	10	ed	ed	PROPN
fis-4230	203	11	integrità	integrità	PROPN
fis-4230	203	12	strutturale	strutturale	PROPN
fis-4230	203	13	,	,	PUNCT
fis-4230	203	14	65	65	NUM
fis-4230	203	15	(	(	PUNCT
fis-4230	203	16	2023	2023	NUM
fis-4230	203	17	)	)	PUNCT
fis-4230	203	18	270	270	NUM
fis-4230	203	19	-	-	SYM
fis-4230	203	20	288	288	NUM
fis-4230	203	21	;	;	PUNCT
fis-4230	203	22	doi	doi	NOUN
fis-4230	203	23	:	:	PUNCT
fis-4230	203	24	10.3221	10.3221	NUM
fis-4230	203	25	/	/	SYM
fis-4230	203	26	igf	igf	PROPN
fis-4230	203	27	-	-	PUNCT
fis-4230	203	28	esis.65.18	esis.65.18	PROPN
fis-4230	203	29	283	283	NUM
fis-4230	203	30	(	(	PUNCT
fis-4230	203	31	a	a	NOUN
fis-4230	203	32	)	)	PUNCT
fis-4230	203	33	load	load	NOUN
fis-4230	203	34	at	at	ADP
fis-4230	203	35	specific	specific	ADJ
fis-4230	203	36	step	step	NOUN
fis-4230	203	37	time	time	NOUN
fis-4230	203	38	(	(	PUNCT
fis-4230	203	39	b	b	NOUN
fis-4230	203	40	)	)	PUNCT
fis-4230	203	41	deflection	deflection	NOUN
fis-4230	203	42	at	at	ADP
fis-4230	203	43	specific	specific	ADJ
fis-4230	203	44	step	step	NOUN
fis-4230	203	45	time	time	NOUN
fis-4230	203	46	figure	figure	NOUN
fis-4230	203	47	17	17	NUM
fis-4230	203	48	:	:	PUNCT
fis-4230	203	49	mesh	mesh	NOUN
fis-4230	203	50	sensitivity	sensitivity	NOUN
fis-4230	203	51	analysis	analysis	NOUN
fis-4230	203	52	.	.	PUNCT
fis-4230	204	1	verification	verification	NOUN
fis-4230	204	2	was	be	AUX
fis-4230	204	3	done	do	VERB
fis-4230	204	4	on	on	ADP
fis-4230	204	5	two	two	NUM
fis-4230	204	6	beams	beam	NOUN
fis-4230	204	7	from	from	ADP
fis-4230	204	8	experimental	experimental	ADJ
fis-4230	204	9	work	work	NOUN
fis-4230	204	10	to	to	PART
fis-4230	204	11	confirm	confirm	VERB
fis-4230	204	12	the	the	DET
fis-4230	204	13	result	result	NOUN
fis-4230	204	14	of	of	ADP
fis-4230	204	15	the	the	DET
fis-4230	204	16	program	program	NOUN
fis-4230	204	17	.	.	PUNCT
fis-4230	205	1	the	the	DET
fis-4230	205	2	two	two	NUM
fis-4230	205	3	beams	beam	NOUN
fis-4230	205	4	studied	study	VERB
fis-4230	205	5	are	be	AUX
fis-4230	205	6	50	50	NUM
fis-4230	205	7	-	-	SYM
fis-4230	205	8	35	35	NUM
fis-4230	205	9	with	with	ADP
fis-4230	205	10	minimum	minimum	NOUN
fis-4230	205	11	as	as	ADP
fis-4230	205	12	and	and	CCONJ
fis-4230	205	13	50	50	NUM
fis-4230	205	14	-	-	SYM
fis-4230	205	15	50	50	NUM
fis-4230	205	16	with	with	ADP
fis-4230	205	17	average	average	ADJ
fis-4230	205	18	as	as	ADP
fis-4230	205	19	.	.	PUNCT
fis-4230	206	1	the	the	DET
fis-4230	206	2	beam	beam	PROPN
fis-4230	206	3	cross	cross	PROPN
fis-4230	206	4	section	section	NOUN
fis-4230	206	5	is	be	AUX
fis-4230	206	6	divided	divide	VERB
fis-4230	206	7	into	into	ADP
fis-4230	206	8	two	two	NUM
fis-4230	206	9	layers	layer	NOUN
fis-4230	206	10	.	.	PUNCT
fis-4230	207	1	the	the	DET
fis-4230	207	2	loading	loading	NOUN
fis-4230	207	3	plate	plate	NOUN
fis-4230	207	4	and	and	CCONJ
fis-4230	207	5	supports	support	NOUN
fis-4230	207	6	are	be	AUX
fis-4230	207	7	simulated	simulate	VERB
fis-4230	207	8	as	as	ADP
fis-4230	207	9	experimental	experimental	ADJ
fis-4230	207	10	,	,	PUNCT
fis-4230	207	11	as	as	SCONJ
fis-4230	207	12	shown	show	VERB
fis-4230	207	13	in	in	ADP
fis-4230	207	14	fig	fig	NOUN
fis-4230	207	15	.	.	PUNCT
fis-4230	208	1	18	18	NUM
fis-4230	208	2	.	.	PUNCT
fis-4230	209	1	the	the	DET
fis-4230	209	2	tensile	tensile	PROPN
fis-4230	209	3	steel	steel	NOUN
fis-4230	209	4	,	,	PUNCT
fis-4230	209	5	compression	compression	NOUN
fis-4230	209	6	steel	steel	NOUN
fis-4230	209	7	,	,	PUNCT
fis-4230	209	8	and	and	CCONJ
fis-4230	209	9	stirrups	stirrup	NOUN
fis-4230	209	10	arrayed	array	VERB
fis-4230	209	11	with	with	ADP
fis-4230	209	12	spacing	space	VERB
fis-4230	209	13	as	as	ADV
fis-4230	209	14	experimental	experimental	ADJ
fis-4230	209	15	as	as	SCONJ
fis-4230	209	16	shown	show	VERB
fis-4230	209	17	in	in	ADP
fis-4230	209	18	fig	fig	NOUN
fis-4230	209	19	.	.	PUNCT
fis-4230	210	1	19	19	NUM
fis-4230	210	2	.	.	X
fis-4230	210	3	figure	figure	NOUN
fis-4230	210	4	18	18	NUM
fis-4230	210	5	:	:	PUNCT
fis-4230	210	6	simulation	simulation	NOUN
fis-4230	210	7	beam	beam	NOUN
fis-4230	210	8	,	,	PUNCT
fis-4230	210	9	loading	loading	NOUN
fis-4230	210	10	plates	plate	NOUN
fis-4230	210	11	,	,	PUNCT
fis-4230	210	12	and	and	CCONJ
fis-4230	210	13	supports	support	VERB
fis-4230	210	14	.	.	PUNCT
fis-4230	211	1	figure	figure	NOUN
fis-4230	211	2	19	19	NUM
fis-4230	211	3	:	:	PUNCT
fis-4230	211	4	simulation	simulation	NOUN
fis-4230	211	5	compression	compression	NOUN
fis-4230	211	6	steel	steel	NOUN
fis-4230	211	7	,	,	PUNCT
fis-4230	211	8	tension	tension	NOUN
fis-4230	211	9	steel	steel	NOUN
fis-4230	211	10	,	,	PUNCT
fis-4230	211	11	and	and	CCONJ
fis-4230	211	12	stirrup	stirrup	NOUN
fis-4230	211	13	.	.	PUNCT
fis-4230	212	1	the	the	DET
fis-4230	212	2	result	result	NOUN
fis-4230	212	3	showed	show	VERB
fis-4230	212	4	that	that	SCONJ
fis-4230	212	5	the	the	DET
fis-4230	212	6	beams	beam	NOUN
fis-4230	212	7	have	have	VERB
fis-4230	212	8	the	the	DET
fis-4230	212	9	same	same	ADJ
fis-4230	212	10	behavior	behavior	NOUN
fis-4230	212	11	in	in	ADP
fis-4230	212	12	experimental	experimental	ADJ
fis-4230	212	13	and	and	CCONJ
fis-4230	212	14	numerical	numerical	ADJ
fis-4230	212	15	.	.	PUNCT
fis-4230	213	1	the	the	DET
fis-4230	213	2	difference	difference	NOUN
fis-4230	213	3	between	between	ADP
fis-4230	213	4	experimental	experimental	ADJ
fis-4230	213	5	and	and	CCONJ
fis-4230	213	6	numerical	numerical	ADJ
fis-4230	213	7	curves	curve	NOUN
fis-4230	213	8	was	be	AUX
fis-4230	213	9	due	due	ADJ
fis-4230	213	10	to	to	ADP
fis-4230	213	11	concrete	concrete	ADJ
fis-4230	213	12	shrinkage	shrinkage	NOUN
fis-4230	213	13	,	,	PUNCT
fis-4230	213	14	casting	cast	VERB
fis-4230	213	15	environment	environment	NOUN
fis-4230	213	16	,	,	PUNCT
fis-4230	213	17	and	and	CCONJ
fis-4230	213	18	non	non	ADJ
fis-4230	213	19	-	-	NOUN
fis-4230	213	20	homogeneity	homogeneity	NOUN
fis-4230	213	21	of	of	ADP
fis-4230	213	22	concrete	concrete	ADJ
fis-4230	213	23	distribution	distribution	NOUN
fis-4230	213	24	as	as	SCONJ
fis-4230	213	25	shown	show	VERB
fis-4230	213	26	in	in	ADP
fis-4230	213	27	fig	fig	NOUN
fis-4230	213	28	.	.	PUNCT
fis-4230	214	1	20.a	20.a	NUM
fis-4230	214	2	,	,	PUNCT
fis-4230	214	3	b.	b.	PROPN
fis-4230	214	4	s.	s.	PROPN
fis-4230	214	5	s.	s.	PROPN
fis-4230	214	6	e.	e.	PROPN
fis-4230	214	7	ahmad	ahmad	PROPN
fis-4230	214	8	et	et	PROPN
fis-4230	214	9	alii	alii	PROPN
fis-4230	214	10	,	,	PUNCT
fis-4230	214	11	frattura	frattura	PROPN
fis-4230	214	12	ed	ed	PROPN
fis-4230	214	13	integrità	integrità	PROPN
fis-4230	214	14	strutturale	strutturale	PROPN
fis-4230	214	15	,	,	PUNCT
fis-4230	214	16	65	65	NUM
fis-4230	214	17	(	(	PUNCT
fis-4230	214	18	2023	2023	NUM
fis-4230	214	19	)	)	PUNCT
fis-4230	214	20	270	270	NUM
fis-4230	214	21	-	-	SYM
fis-4230	214	22	288	288	NUM
fis-4230	214	23	;	;	PUNCT
fis-4230	214	24	doi	doi	NOUN
fis-4230	214	25	:	:	PUNCT
fis-4230	214	26	10.3221	10.3221	NUM
fis-4230	214	27	/	/	SYM
fis-4230	214	28	igf	igf	PROPN
fis-4230	214	29	-	-	PUNCT
fis-4230	214	30	esis.65.18	esis.65.18	X
fis-4230	214	31	284	284	NUM
fis-4230	214	32	(	(	PUNCT
fis-4230	214	33	a	a	NOUN
fis-4230	214	34	)	)	PUNCT
fis-4230	214	35	experimental	experimental	ADJ
fis-4230	214	36	and	and	CCONJ
fis-4230	214	37	numerical	numerical	PROPN
fis-4230	214	38	b50	b50	PROPN
fis-4230	214	39	-	-	PUNCT
fis-4230	214	40	35min	35min	NOUN
fis-4230	214	41	(	(	PUNCT
fis-4230	214	42	b	b	NOUN
fis-4230	214	43	)	)	PUNCT
fis-4230	214	44	experimental	experimental	ADJ
fis-4230	214	45	and	and	CCONJ
fis-4230	214	46	numerical	numerical	PROPN
fis-4230	214	47	b50	b50	PROPN
fis-4230	214	48	-	-	PUNCT
fis-4230	214	49	35min	35min	NOUN
fis-4230	214	50	figure	figure	NOUN
fis-4230	214	51	20	20	NUM
fis-4230	214	52	:	:	PUNCT
fis-4230	214	53	verification	verification	NOUN
fis-4230	214	54	model	model	NOUN
fis-4230	214	55	for	for	ADP
fis-4230	214	56	two	two	NUM
fis-4230	214	57	beams	beam	NOUN
fis-4230	214	58	the	the	DET
fis-4230	214	59	numerical	numerical	ADJ
fis-4230	214	60	load	load	PROPN
fis-4230	214	61	deflection	deflection	NOUN
fis-4230	214	62	curve	curve	NOUN
fis-4230	214	63	using	use	VERB
fis-4230	214	64	beam	beam	NOUN
fis-4230	214	65	20	20	NUM
fis-4230	214	66	-	-	PUNCT
fis-4230	214	67	20min	20min	NOUN
fis-4230	214	68	as	as	ADP
fis-4230	214	69	a	a	DET
fis-4230	214	70	control	control	NOUN
fis-4230	214	71	beam	beam	NOUN
fis-4230	214	72	with	with	ADP
fis-4230	214	73	different	different	ADJ
fis-4230	214	74	strengths	strength	NOUN
fis-4230	214	75	in	in	ADP
fis-4230	214	76	the	the	DET
fis-4230	214	77	compression	compression	NOUN
fis-4230	214	78	zone	zone	NOUN
fis-4230	214	79	as	as	SCONJ
fis-4230	214	80	shown	show	VERB
fis-4230	214	81	in	in	ADP
fis-4230	214	82	fig	fig	NOUN
fis-4230	214	83	.	.	PUNCT
fis-4230	215	1	21.a	21.a	NUM
fis-4230	215	2	and	and	CCONJ
fis-4230	215	3	beam	beam	VERB
fis-4230	215	4	20	20	NUM
fis-4230	215	5	-	-	PUNCT
fis-4230	215	6	20av	20av	NOUN
fis-4230	215	7	as	as	ADP
fis-4230	215	8	a	a	DET
fis-4230	215	9	control	control	NOUN
fis-4230	215	10	beam	beam	NOUN
fis-4230	215	11	with	with	ADP
fis-4230	215	12	different	different	ADJ
fis-4230	215	13	strengths	strength	NOUN
fis-4230	215	14	in	in	ADP
fis-4230	215	15	the	the	DET
fis-4230	215	16	compression	compression	NOUN
fis-4230	215	17	zone	zone	NOUN
fis-4230	215	18	as	as	SCONJ
fis-4230	215	19	shown	show	VERB
fis-4230	215	20	in	in	ADP
fis-4230	215	21	fig	fig	NOUN
fis-4230	215	22	.	.	PUNCT
fis-4230	216	1	21.b	21.b	NUM
fis-4230	216	2	.	.	PUNCT
fis-4230	217	1	the	the	DET
fis-4230	217	2	numerical	numerical	ADJ
fis-4230	217	3	result	result	NOUN
fis-4230	217	4	showed	show	VERB
fis-4230	217	5	similar	similar	ADJ
fis-4230	217	6	behavior	behavior	NOUN
fis-4230	217	7	of	of	ADP
fis-4230	217	8	experimental	experimental	ADJ
fis-4230	217	9	beams	beam	NOUN
fis-4230	217	10	.	.	PUNCT
fis-4230	218	1	the	the	DET
fis-4230	218	2	numerical	numerical	ADJ
fis-4230	218	3	mode	mode	NOUN
fis-4230	218	4	of	of	ADP
fis-4230	218	5	failure	failure	NOUN
fis-4230	218	6	was	be	AUX
fis-4230	218	7	the	the	DET
fis-4230	218	8	same	same	ADJ
fis-4230	218	9	as	as	ADP
fis-4230	218	10	the	the	DET
fis-4230	218	11	experimental	experimental	ADJ
fis-4230	218	12	,	,	PUNCT
fis-4230	218	13	as	as	SCONJ
fis-4230	218	14	shown	show	VERB
fis-4230	218	15	in	in	ADP
fis-4230	218	16	fig	fig	NOUN
fis-4230	218	17	.	.	PUNCT
fis-4230	219	1	22	22	NUM
fis-4230	219	2	.	.	PUNCT
fis-4230	220	1	(	(	PUNCT
fis-4230	220	2	a	a	X
fis-4230	220	3	)	)	PUNCT
fis-4230	220	4	minimum	minimum	NOUN
fis-4230	220	5	as	as	ADP
fis-4230	220	6	(	(	PUNCT
fis-4230	220	7	b	b	NOUN
fis-4230	220	8	)	)	PUNCT
fis-4230	220	9	average	average	NOUN
fis-4230	220	10	as	as	ADP
fis-4230	220	11	figure	figure	NOUN
fis-4230	220	12	21	21	NUM
fis-4230	220	13	:	:	PUNCT
fis-4230	220	14	numerical	numerical	ADJ
fis-4230	220	15	load	load	NOUN
fis-4230	220	16	-	-	PUNCT
fis-4230	220	17	deflection	deflection	NOUN
fis-4230	220	18	curve	curve	NOUN
fis-4230	220	19	using	use	VERB
fis-4230	220	20	concrete	concrete	ADJ
fis-4230	220	21	strength	strength	NOUN
fis-4230	220	22	20	20	NUM
fis-4230	220	23	mpa	mpa	NOUN
fis-4230	220	24	in	in	ADP
fis-4230	220	25	tension	tension	NOUN
fis-4230	220	26	zone	zone	NOUN
fis-4230	220	27	and	and	CCONJ
fis-4230	220	28	variation	variation	NOUN
fis-4230	220	29	in	in	ADP
fis-4230	220	30	compression	compression	NOUN
fis-4230	220	31	zone	zone	NOUN
fis-4230	220	32	.	.	PUNCT
fis-4230	221	1	figure	figure	VERB
fis-4230	221	2	22	22	NUM
fis-4230	221	3	:	:	PUNCT
fis-4230	221	4	numerical	numerical	ADJ
fis-4230	221	5	modes	mode	NOUN
fis-4230	221	6	of	of	ADP
fis-4230	221	7	failure	failure	NOUN
fis-4230	221	8	presented	present	VERB
fis-4230	221	9	by	by	ADP
fis-4230	221	10	plastic	plastic	ADJ
fis-4230	221	11	strain	strain	NOUN
fis-4230	221	12	contour	contour	NOUN
fis-4230	221	13	for	for	ADP
fis-4230	221	14	concrete	concrete	ADJ
fis-4230	221	15	strength	strength	NOUN
fis-4230	221	16	20	20	NUM
fis-4230	221	17	mpa	mpa	NOUN
fis-4230	221	18	in	in	ADP
fis-4230	221	19	tension	tension	NOUN
fis-4230	221	20	zone	zone	NOUN
fis-4230	221	21	and	and	CCONJ
fis-4230	221	22	variation	variation	NOUN
fis-4230	221	23	in	in	ADP
fis-4230	221	24	compression	compression	NOUN
fis-4230	221	25	.	.	PUNCT
fis-4230	222	1	s.	s.	PROPN
fis-4230	222	2	s.	s.	PROPN
fis-4230	222	3	e.	e.	PROPN
fis-4230	222	4	ahmad	ahmad	PROPN
fis-4230	222	5	et	et	PROPN
fis-4230	222	6	alii	alii	PROPN
fis-4230	222	7	,	,	PUNCT
fis-4230	222	8	frattura	frattura	PROPN
fis-4230	222	9	ed	ed	PROPN
fis-4230	222	10	integrità	integrità	PROPN
fis-4230	222	11	strutturale	strutturale	PROPN
fis-4230	222	12	,	,	PUNCT
fis-4230	222	13	65	65	NUM
fis-4230	222	14	(	(	PUNCT
fis-4230	222	15	2023	2023	NUM
fis-4230	222	16	)	)	PUNCT
fis-4230	222	17	270	270	NUM
fis-4230	222	18	-	-	SYM
fis-4230	222	19	288	288	NUM
fis-4230	222	20	;	;	PUNCT
fis-4230	222	21	doi	doi	NOUN
fis-4230	222	22	:	:	PUNCT
fis-4230	222	23	10.3221	10.3221	NUM
fis-4230	222	24	/	/	SYM
fis-4230	222	25	igf	igf	PROPN
fis-4230	222	26	-	-	PUNCT
fis-4230	222	27	esis.65.18	esis.65.18	PROPN
fis-4230	222	28	285	285	NUM
fis-4230	222	29	the	the	DET
fis-4230	222	30	numerical	numerical	ADJ
fis-4230	222	31	load	load	PROPN
fis-4230	222	32	deflection	deflection	NOUN
fis-4230	222	33	curve	curve	NOUN
fis-4230	222	34	using	use	VERB
fis-4230	222	35	beam	beam	NOUN
fis-4230	222	36	35	35	NUM
fis-4230	222	37	-	-	PUNCT
fis-4230	222	38	35min	35min	NOUN
fis-4230	222	39	as	as	ADP
fis-4230	222	40	the	the	DET
fis-4230	222	41	control	control	NOUN
fis-4230	222	42	beam	beam	NOUN
fis-4230	222	43	with	with	ADP
fis-4230	222	44	different	different	ADJ
fis-4230	222	45	strength	strength	NOUN
fis-4230	222	46	in	in	ADP
fis-4230	222	47	the	the	DET
fis-4230	222	48	compression	compression	NOUN
fis-4230	222	49	zone	zone	NOUN
fis-4230	222	50	as	as	SCONJ
fis-4230	222	51	shown	show	VERB
fis-4230	222	52	in	in	ADP
fis-4230	222	53	fig	fig	NOUN
fis-4230	222	54	.	.	PUNCT
fis-4230	223	1	23.a	23.a	NUM
fis-4230	223	2	.	.	PUNCT
fis-4230	224	1	beam	beam	PROPN
fis-4230	224	2	35	35	NUM
fis-4230	224	3	-	-	PUNCT
fis-4230	224	4	35av	35av	NOUN
fis-4230	224	5	as	as	ADP
fis-4230	224	6	the	the	DET
fis-4230	224	7	control	control	NOUN
fis-4230	224	8	beam	beam	NOUN
fis-4230	224	9	with	with	ADP
fis-4230	224	10	different	different	ADJ
fis-4230	224	11	strength	strength	NOUN
fis-4230	224	12	in	in	ADP
fis-4230	224	13	the	the	DET
fis-4230	224	14	compression	compression	NOUN
fis-4230	224	15	zone	zone	NOUN
fis-4230	224	16	as	as	SCONJ
fis-4230	224	17	shown	show	VERB
fis-4230	224	18	in	in	ADP
fis-4230	224	19	fig	fig	NOUN
fis-4230	224	20	.	.	PUNCT
fis-4230	225	1	23.b	23.b	NUM
fis-4230	225	2	.	.	PUNCT
fis-4230	226	1	the	the	DET
fis-4230	226	2	numerical	numerical	ADJ
fis-4230	226	3	result	result	NOUN
fis-4230	226	4	showed	show	VERB
fis-4230	226	5	similar	similar	ADJ
fis-4230	226	6	behavior	behavior	NOUN
fis-4230	226	7	of	of	ADP
fis-4230	226	8	experimental	experimental	ADJ
fis-4230	226	9	beams	beam	NOUN
fis-4230	226	10	.	.	PUNCT
fis-4230	227	1	the	the	DET
fis-4230	227	2	numerical	numerical	ADJ
fis-4230	227	3	mode	mode	NOUN
fis-4230	227	4	of	of	ADP
fis-4230	227	5	failure	failure	NOUN
fis-4230	227	6	was	be	AUX
fis-4230	227	7	the	the	DET
fis-4230	227	8	same	same	ADJ
fis-4230	227	9	as	as	ADP
fis-4230	227	10	the	the	DET
fis-4230	227	11	experimental	experimental	ADJ
fis-4230	227	12	,	,	PUNCT
fis-4230	227	13	as	as	SCONJ
fis-4230	227	14	shown	show	VERB
fis-4230	227	15	in	in	ADP
fis-4230	227	16	fig	fig	NOUN
fis-4230	227	17	.	.	PUNCT
fis-4230	228	1	24	24	NUM
fis-4230	228	2	.	.	PUNCT
fis-4230	229	1	(	(	PUNCT
fis-4230	229	2	a	a	X
fis-4230	229	3	)	)	PUNCT
fis-4230	229	4	minimum	minimum	NOUN
fis-4230	229	5	as	as	ADP
fis-4230	229	6	(	(	PUNCT
fis-4230	229	7	b	b	NOUN
fis-4230	229	8	)	)	PUNCT
fis-4230	229	9	average	average	NOUN
fis-4230	229	10	as	as	ADP
fis-4230	229	11	figure	figure	NOUN
fis-4230	229	12	23	23	NUM
fis-4230	229	13	:	:	PUNCT
fis-4230	229	14	numerical	numerical	ADJ
fis-4230	229	15	load	load	NOUN
fis-4230	229	16	-	-	PUNCT
fis-4230	229	17	deflection	deflection	NOUN
fis-4230	229	18	curve	curve	NOUN
fis-4230	229	19	using	use	VERB
fis-4230	229	20	concrete	concrete	ADJ
fis-4230	229	21	strength	strength	NOUN
fis-4230	229	22	35	35	NUM
fis-4230	229	23	mpa	mpa	NOUN
fis-4230	229	24	in	in	ADP
fis-4230	229	25	tension	tension	NOUN
fis-4230	229	26	zone	zone	NOUN
fis-4230	229	27	and	and	CCONJ
fis-4230	229	28	variation	variation	NOUN
fis-4230	229	29	in	in	ADP
fis-4230	229	30	compression	compression	NOUN
fis-4230	229	31	zone	zone	NOUN
fis-4230	229	32	.	.	PUNCT
fis-4230	230	1	figure	figure	NOUN
fis-4230	230	2	24	24	NUM
fis-4230	230	3	:	:	PUNCT
fis-4230	230	4	numerical	numerical	ADJ
fis-4230	230	5	modes	mode	NOUN
fis-4230	230	6	of	of	ADP
fis-4230	230	7	failure	failure	NOUN
fis-4230	230	8	presented	present	VERB
fis-4230	230	9	by	by	ADP
fis-4230	230	10	plastic	plastic	ADJ
fis-4230	230	11	strain	strain	NOUN
fis-4230	230	12	contour	contour	NOUN
fis-4230	230	13	for	for	ADP
fis-4230	230	14	concrete	concrete	ADJ
fis-4230	230	15	strength	strength	NOUN
fis-4230	230	16	35	35	NUM
fis-4230	230	17	mpa	mpa	NOUN
fis-4230	230	18	in	in	ADP
fis-4230	230	19	tension	tension	NOUN
fis-4230	230	20	zone	zone	NOUN
fis-4230	230	21	and	and	CCONJ
fis-4230	230	22	variation	variation	NOUN
fis-4230	230	23	in	in	ADP
fis-4230	230	24	compression	compression	NOUN
fis-4230	230	25	.	.	PUNCT
fis-4230	231	1	the	the	DET
fis-4230	231	2	numerical	numerical	PROPN
fis-4230	231	3	load	load	PROPN
fis-4230	231	4	deflection	deflection	NOUN
fis-4230	231	5	curve	curve	NOUN
fis-4230	231	6	using	use	VERB
fis-4230	231	7	beam	beam	NOUN
fis-4230	231	8	35	35	NUM
fis-4230	231	9	-	-	PUNCT
fis-4230	231	10	35min	35min	NOUN
fis-4230	231	11	as	as	ADP
fis-4230	231	12	the	the	DET
fis-4230	231	13	control	control	NOUN
fis-4230	231	14	beam	beam	NOUN
fis-4230	231	15	with	with	ADP
fis-4230	231	16	different	different	ADJ
fis-4230	231	17	strength	strength	NOUN
fis-4230	231	18	in	in	ADP
fis-4230	231	19	the	the	DET
fis-4230	231	20	compression	compression	NOUN
fis-4230	231	21	zone	zone	NOUN
fis-4230	231	22	as	as	SCONJ
fis-4230	231	23	shown	show	VERB
fis-4230	231	24	in	in	ADP
fis-4230	231	25	fig	fig	NOUN
fis-4230	231	26	.	.	PUNCT
fis-4230	232	1	25.a	25.a	NUM
fis-4230	232	2	.	.	PUNCT
fis-4230	233	1	beam	beam	PROPN
fis-4230	233	2	35	35	NUM
fis-4230	233	3	-	-	PUNCT
fis-4230	233	4	35av	35av	NOUN
fis-4230	233	5	as	as	ADP
fis-4230	233	6	control	control	NOUN
fis-4230	233	7	beam	beam	NOUN
fis-4230	233	8	with	with	ADP
fis-4230	233	9	different	different	ADJ
fis-4230	233	10	strengths	strength	NOUN
fis-4230	233	11	in	in	ADP
fis-4230	233	12	the	the	DET
fis-4230	233	13	compression	compression	NOUN
fis-4230	233	14	zone	zone	NOUN
fis-4230	233	15	as	as	SCONJ
fis-4230	233	16	shown	show	VERB
fis-4230	233	17	in	in	ADP
fis-4230	233	18	fig	fig	NOUN
fis-4230	233	19	.	.	PUNCT
fis-4230	234	1	25.b	25.b	NUM
fis-4230	234	2	.	.	PUNCT
fis-4230	235	1	the	the	DET
fis-4230	235	2	numerical	numerical	ADJ
fis-4230	235	3	result	result	NOUN
fis-4230	235	4	showed	show	VERB
fis-4230	235	5	similar	similar	ADJ
fis-4230	235	6	behavior	behavior	NOUN
fis-4230	235	7	of	of	ADP
fis-4230	235	8	experimental	experimental	ADJ
fis-4230	235	9	beams	beam	NOUN
fis-4230	235	10	.	.	PUNCT
fis-4230	236	1	the	the	DET
fis-4230	236	2	numerical	numerical	ADJ
fis-4230	236	3	mode	mode	NOUN
fis-4230	236	4	of	of	ADP
fis-4230	236	5	failure	failure	NOUN
fis-4230	236	6	was	be	AUX
fis-4230	236	7	the	the	DET
fis-4230	236	8	same	same	ADJ
fis-4230	236	9	as	as	ADP
fis-4230	236	10	the	the	DET
fis-4230	236	11	experimental	experimental	ADJ
fis-4230	236	12	,	,	PUNCT
fis-4230	236	13	as	as	SCONJ
fis-4230	236	14	shown	show	VERB
fis-4230	236	15	in	in	ADP
fis-4230	236	16	fig	fig	NOUN
fis-4230	236	17	.	.	PUNCT
fis-4230	237	1	26	26	NUM
fis-4230	237	2	.	.	NOUN
fis-4230	237	3	20	20	NUM
fis-4230	237	4	-	-	PUNCT
fis-4230	237	5	35min	35min	NOUN
fis-4230	237	6	20	20	NUM
fis-4230	237	7	-	-	PUNCT
fis-4230	237	8	35av	35av	NOUN
fis-4230	237	9	35	35	NUM
fis-4230	237	10	-	-	PUNCT
fis-4230	237	11	35min	35min	NOUN
fis-4230	237	12	35	35	NUM
fis-4230	237	13	-	-	PUNCT
fis-4230	237	14	35av	35av	NOUN
fis-4230	237	15	50	50	NUM
fis-4230	237	16	-	-	PUNCT
fis-4230	237	17	35min	35min	NOUN
fis-4230	237	18	50	50	NUM
fis-4230	237	19	-	-	PUNCT
fis-4230	237	20	35av	35av	NOUN
fis-4230	237	21	s.	s.	PROPN
fis-4230	237	22	s.	s.	PROPN
fis-4230	237	23	e.	e.	PROPN
fis-4230	237	24	ahmad	ahmad	PROPN
fis-4230	237	25	et	et	PROPN
fis-4230	237	26	alii	alii	PROPN
fis-4230	237	27	,	,	PUNCT
fis-4230	237	28	frattura	frattura	PROPN
fis-4230	237	29	ed	ed	PROPN
fis-4230	237	30	integrità	integrità	PROPN
fis-4230	237	31	strutturale	strutturale	PROPN
fis-4230	237	32	,	,	PUNCT
fis-4230	237	33	65	65	NUM
fis-4230	237	34	(	(	PUNCT
fis-4230	237	35	2023	2023	NUM
fis-4230	237	36	)	)	PUNCT
fis-4230	237	37	270	270	NUM
fis-4230	237	38	-	-	SYM
fis-4230	237	39	288	288	NUM
fis-4230	237	40	;	;	PUNCT
fis-4230	237	41	doi	doi	NOUN
fis-4230	237	42	:	:	PUNCT
fis-4230	237	43	10.3221	10.3221	NUM
fis-4230	237	44	/	/	SYM
fis-4230	237	45	igf	igf	PROPN
fis-4230	237	46	-	-	PUNCT
fis-4230	237	47	esis.65.18	esis.65.18	X
fis-4230	237	48	286	286	NUM
fis-4230	237	49	(	(	PUNCT
fis-4230	237	50	a	a	NOUN
fis-4230	237	51	)	)	PUNCT
fis-4230	237	52	minimum	minimum	NOUN
fis-4230	237	53	as	as	ADP
fis-4230	237	54	(	(	PUNCT
fis-4230	237	55	b	b	NOUN
fis-4230	237	56	)	)	PUNCT
fis-4230	237	57	average	average	NOUN
fis-4230	237	58	as	as	ADP
fis-4230	237	59	figure	figure	NOUN
fis-4230	237	60	25	25	NUM
fis-4230	237	61	:	:	PUNCT
fis-4230	237	62	numerical	numerical	ADJ
fis-4230	237	63	load	load	NOUN
fis-4230	237	64	-	-	PUNCT
fis-4230	237	65	deflection	deflection	NOUN
fis-4230	237	66	curve	curve	NOUN
fis-4230	237	67	using	use	VERB
fis-4230	237	68	concrete	concrete	ADJ
fis-4230	237	69	strength	strength	NOUN
fis-4230	237	70	50	50	NUM
fis-4230	237	71	mpa	mpa	NOUN
fis-4230	237	72	in	in	ADP
fis-4230	237	73	tension	tension	NOUN
fis-4230	237	74	zone	zone	NOUN
fis-4230	237	75	and	and	CCONJ
fis-4230	237	76	variation	variation	NOUN
fis-4230	237	77	in	in	ADP
fis-4230	237	78	compression	compression	NOUN
fis-4230	237	79	zone	zone	NOUN
fis-4230	237	80	.	.	PUNCT
fis-4230	238	1	figure	figure	VERB
fis-4230	238	2	26	26	NUM
fis-4230	238	3	:	:	PUNCT
fis-4230	238	4	numerical	numerical	ADJ
fis-4230	238	5	modes	mode	NOUN
fis-4230	238	6	of	of	ADP
fis-4230	238	7	failure	failure	NOUN
fis-4230	238	8	presented	present	VERB
fis-4230	238	9	by	by	ADP
fis-4230	238	10	plastic	plastic	ADJ
fis-4230	238	11	strain	strain	NOUN
fis-4230	238	12	contour	contour	NOUN
fis-4230	238	13	for	for	ADP
fis-4230	238	14	concrete	concrete	ADJ
fis-4230	238	15	strength	strength	NOUN
fis-4230	238	16	50	50	NUM
fis-4230	238	17	mpa	mpa	NOUN
fis-4230	238	18	in	in	ADP
fis-4230	238	19	tension	tension	NOUN
fis-4230	238	20	zone	zone	NOUN
fis-4230	238	21	and	and	CCONJ
fis-4230	238	22	variation	variation	NOUN
fis-4230	238	23	in	in	ADP
fis-4230	238	24	compression	compression	NOUN
fis-4230	238	25	.	.	PUNCT
fis-4230	239	1	conclusions	conclusion	NOUN
fis-4230	239	2	n	n	PRON
fis-4230	239	3	experimental	experimental	ADJ
fis-4230	239	4	and	and	CCONJ
fis-4230	239	5	numerical	numerical	ADJ
fis-4230	239	6	study	study	NOUN
fis-4230	239	7	was	be	AUX
fis-4230	239	8	done	do	VERB
fis-4230	239	9	on	on	ADP
fis-4230	239	10	eighteen	eighteen	NUM
fis-4230	239	11	reinforced	reinforce	VERB
fis-4230	239	12	concrete	concrete	ADJ
fis-4230	239	13	beams	beam	NOUN
fis-4230	239	14	with	with	ADP
fis-4230	239	15	different	different	ADJ
fis-4230	239	16	compressive	compressive	ADJ
fis-4230	239	17	strengths	strength	NOUN
fis-4230	239	18	and	and	CCONJ
fis-4230	239	19	different	different	ADJ
fis-4230	239	20	ratios	ratio	NOUN
fis-4230	239	21	of	of	ADP
fis-4230	239	22	steel	steel	NOUN
fis-4230	239	23	reinforcement	reinforcement	NOUN
fis-4230	239	24	and	and	CCONJ
fis-4230	239	25	the	the	DET
fis-4230	239	26	result	result	NOUN
fis-4230	239	27	showed	show	VERB
fis-4230	239	28	that	that	SCONJ
fis-4230	239	29	:	:	PUNCT
fis-4230	239	30			PRON
fis-4230	239	31	increasing	increase	VERB
fis-4230	239	32	tensile	tensile	NOUN
fis-4230	239	33	steel	steel	NOUN
fis-4230	239	34	reinforcement	reinforcement	NOUN
fis-4230	239	35	from	from	ADP
fis-4230	239	36	minimum	minimum	NOUN
fis-4230	239	37	to	to	PART
fis-4230	239	38	average	average	ADJ
fis-4230	239	39	leads	lead	NOUN
fis-4230	239	40	to	to	PART
fis-4230	239	41	increase	increase	VERB
fis-4230	239	42	load	load	NOUN
fis-4230	239	43	carrying	carry	VERB
fis-4230	239	44	capacity	capacity	NOUN
fis-4230	239	45	and	and	CCONJ
fis-4230	239	46	decreased	decrease	VERB
fis-4230	239	47	ductility	ductility	NOUN
fis-4230	239	48	for	for	ADP
fis-4230	239	49	the	the	DET
fis-4230	239	50	same	same	ADJ
fis-4230	239	51	cross	cross	ADJ
fis-4230	239	52	-	-	ADJ
fis-4230	239	53	section	section	ADJ
fis-4230	239	54	configuration	configuration	NOUN
fis-4230	239	55	.	.	PUNCT
fis-4230	240	1			X
fis-4230	240	2	the	the	DET
fis-4230	240	3	load	load	NOUN
fis-4230	240	4	carrying	carry	VERB
fis-4230	240	5	capacity	capacity	NOUN
fis-4230	240	6	was	be	AUX
fis-4230	240	7	found	find	VERB
fis-4230	240	8	to	to	PART
fis-4230	240	9	increase	increase	VERB
fis-4230	240	10	with	with	ADP
fis-4230	240	11	higher	high	ADJ
fis-4230	240	12	strength	strength	NOUN
fis-4230	240	13	of	of	ADP
fis-4230	240	14	concrete	concrete	NOUN
fis-4230	240	15	in	in	ADP
fis-4230	240	16	the	the	DET
fis-4230	240	17	compression	compression	NOUN
fis-4230	240	18	zone	zone	NOUN
fis-4230	240	19	for	for	ADP
fis-4230	240	20	minimum	minimum	ADJ
fis-4230	240	21	or	or	CCONJ
fis-4230	240	22	average	average	ADJ
fis-4230	240	23	steel	steel	NOUN
fis-4230	240	24	reinforcement	reinforcement	NOUN
fis-4230	240	25	.	.	PUNCT
fis-4230	241	1			PUNCT
fis-4230	242	1	the	the	DET
fis-4230	242	2	deflection	deflection	NOUN
fis-4230	242	3	was	be	AUX
fis-4230	242	4	found	find	VERB
fis-4230	242	5	to	to	PART
fis-4230	242	6	increase	increase	VERB
fis-4230	242	7	with	with	ADP
fis-4230	242	8	higher	high	ADJ
fis-4230	242	9	strength	strength	NOUN
fis-4230	242	10	in	in	ADP
fis-4230	242	11	the	the	DET
fis-4230	242	12	compression	compression	NOUN
fis-4230	242	13	zone	zone	NOUN
fis-4230	242	14	at	at	ADP
fis-4230	242	15	minimum	minimum	ADJ
fis-4230	242	16	steel	steel	NOUN
fis-4230	242	17	reinforcement	reinforcement	NOUN
fis-4230	242	18	from	from	ADP
fis-4230	242	19	35	35	NUM
fis-4230	242	20	to	to	PART
fis-4230	242	21	37.1	37.1	NUM
fis-4230	242	22	%	%	NOUN
fis-4230	242	23	at	at	ADP
fis-4230	242	24	strength	strength	NOUN
fis-4230	242	25	50	50	NUM
fis-4230	242	26	mpa	mpa	NOUN
fis-4230	242	27	in	in	ADP
fis-4230	242	28	the	the	DET
fis-4230	242	29	compression	compression	NOUN
fis-4230	242	30	zone	zone	NOUN
fis-4230	242	31	.	.	PUNCT
fis-4230	243	1			PUNCT
fis-4230	244	1	the	the	DET
fis-4230	244	2	deflection	deflection	NOUN
fis-4230	244	3	was	be	AUX
fis-4230	244	4	found	find	VERB
fis-4230	244	5	to	to	PART
fis-4230	244	6	decrease	decrease	VERB
fis-4230	244	7	with	with	ADP
fis-4230	244	8	higher	high	ADJ
fis-4230	244	9	strength	strength	NOUN
fis-4230	244	10	in	in	ADP
fis-4230	244	11	the	the	DET
fis-4230	244	12	compression	compression	NOUN
fis-4230	244	13	zone	zone	NOUN
fis-4230	244	14	at	at	ADP
fis-4230	244	15	average	average	ADJ
fis-4230	244	16	steel	steel	NOUN
fis-4230	244	17	reinforcement	reinforcement	NOUN
fis-4230	244	18	from	from	ADP
fis-4230	244	19	6.3	6.3	NUM
fis-4230	244	20	and	and	CCONJ
fis-4230	244	21	2.6	2.6	NUM
fis-4230	244	22	%	%	NOUN
fis-4230	244	23	at	at	ADP
fis-4230	244	24	strength	strength	NOUN
fis-4230	244	25	50	50	NUM
fis-4230	244	26	mpa	mpa	NOUN
fis-4230	244	27	in	in	ADP
fis-4230	244	28	the	the	DET
fis-4230	244	29	compression	compression	NOUN
fis-4230	244	30	zone	zone	NOUN
fis-4230	244	31	.	.	PUNCT
fis-4230	245	1			PUNCT
fis-4230	246	1	the	the	DET
fis-4230	246	2	failure	failure	NOUN
fis-4230	246	3	mode	mode	NOUN
fis-4230	246	4	of	of	ADP
fis-4230	246	5	all	all	DET
fis-4230	246	6	beams	beam	NOUN
fis-4230	246	7	with	with	ADP
fis-4230	246	8	average	average	ADJ
fis-4230	246	9	steel	steel	NOUN
fis-4230	246	10	reinforcement	reinforcement	NOUN
fis-4230	246	11	was	be	AUX
fis-4230	246	12	due	due	ADJ
fis-4230	246	13	to	to	PART
fis-4230	246	14	shear	shear	VERB
fis-4230	246	15	.	.	PUNCT
fis-4230	247	1			X
fis-4230	248	1	increasing	increase	VERB
fis-4230	248	2	the	the	DET
fis-4230	248	3	value	value	NOUN
fis-4230	248	4	of	of	ADP
fis-4230	248	5	strength	strength	NOUN
fis-4230	248	6	in	in	ADP
fis-4230	248	7	the	the	DET
fis-4230	248	8	compression	compression	NOUN
fis-4230	248	9	zone	zone	NOUN
fis-4230	248	10	can	can	AUX
fis-4230	248	11	be	be	AUX
fis-4230	248	12	used	use	VERB
fis-4230	248	13	for	for	ADP
fis-4230	248	14	beams	beam	NOUN
fis-4230	248	15	with	with	ADP
fis-4230	248	16	high	high	ADJ
fis-4230	248	17	steel	steel	NOUN
fis-4230	248	18	reinforcement	reinforcement	NOUN
fis-4230	248	19	ratios	ratio	NOUN
fis-4230	248	20	which	which	PRON
fis-4230	248	21	decreases	decrease	VERB
fis-4230	248	22	compression	compression	NOUN
fis-4230	248	23	steel	steel	NOUN
fis-4230	248	24	.	.	PUNCT
fis-4230	249	1	a	a	DET
fis-4230	249	2	50	50	NUM
fis-4230	249	3	-	-	PUNCT
fis-4230	249	4	50av	50av	NOUN
fis-4230	249	5	20	20	NUM
fis-4230	249	6	-	-	PUNCT
fis-4230	249	7	50min	50min	NOUN
fis-4230	249	8	20	20	NUM
fis-4230	249	9	-	-	PUNCT
fis-4230	249	10	50av	50av	NOUN
fis-4230	249	11	35	35	NUM
fis-4230	249	12	-	-	PUNCT
fis-4230	249	13	50av	50av	NOUN
fis-4230	249	14	35	35	NUM
fis-4230	249	15	-	-	PUNCT
fis-4230	249	16	50min	50min	NOUN
fis-4230	249	17	50	50	NUM
fis-4230	249	18	-	-	PUNCT
fis-4230	249	19	50min	50min	NOUN
fis-4230	249	20	s.	s.	PROPN
fis-4230	249	21	s.	s.	PROPN
fis-4230	249	22	e.	e.	PROPN
fis-4230	249	23	ahmad	ahmad	PROPN
fis-4230	249	24	et	et	PROPN
fis-4230	249	25	alii	alii	PROPN
fis-4230	249	26	,	,	PUNCT
fis-4230	249	27	frattura	frattura	PROPN
fis-4230	249	28	ed	ed	PROPN
fis-4230	249	29	integrità	integrità	PROPN
fis-4230	249	30	strutturale	strutturale	PROPN
fis-4230	249	31	,	,	PUNCT
fis-4230	249	32	65	65	NUM
fis-4230	249	33	(	(	PUNCT
fis-4230	249	34	2023	2023	NUM
fis-4230	249	35	)	)	PUNCT
fis-4230	249	36	270	270	NUM
fis-4230	249	37	-	-	SYM
fis-4230	249	38	288	288	NUM
fis-4230	249	39	;	;	PUNCT
fis-4230	249	40	doi	doi	NOUN
fis-4230	249	41	:	:	PUNCT
fis-4230	249	42	10.3221	10.3221	NUM
fis-4230	249	43	/	/	SYM
fis-4230	249	44	igf	igf	PROPN
fis-4230	249	45	-	-	PUNCT
fis-4230	249	46	esis.65.18	esis.65.18	X
fis-4230	249	47	287	287	NUM
fis-4230	249	48			NOUN
fis-4230	249	49	the	the	DET
fis-4230	249	50	experimental	experimental	ADJ
fis-4230	249	51	and	and	CCONJ
fis-4230	249	52	numerical	numerical	ADJ
fis-4230	249	53	results	result	NOUN
fis-4230	249	54	were	be	AUX
fis-4230	249	55	found	find	VERB
fis-4230	249	56	not	not	PART
fis-4230	249	57	identical	identical	ADJ
fis-4230	249	58	in	in	ADP
fis-4230	249	59	values	value	NOUN
fis-4230	249	60	;	;	PUNCT
fis-4230	249	61	however	however	ADV
fis-4230	249	62	,	,	PUNCT
fis-4230	249	63	they	they	PRON
fis-4230	249	64	had	have	VERB
fis-4230	249	65	similar	similar	ADJ
fis-4230	249	66	behavior	behavior	NOUN
fis-4230	249	67	.	.	PUNCT
fis-4230	250	1	references	reference	NOUN
fis-4230	250	2	[	[	X
fis-4230	250	3	1	1	NUM
fis-4230	250	4	]	]	PUNCT
fis-4230	250	5	pratama	pratama	NOUN
fis-4230	250	6	,	,	PUNCT
fis-4230	250	7	m.	m.	NOUN
fis-4230	250	8	m.	m.	PROPN
fis-4230	250	9	a.	a.	PROPN
fis-4230	250	10	,	,	PUNCT
fis-4230	250	11	arifanda	arifanda	PROPN
fis-4230	250	12	,	,	PUNCT
fis-4230	250	13	w.	w.	PROPN
fis-4230	250	14	,	,	PUNCT
fis-4230	250	15	karyadi	karyadi	PROPN
fis-4230	250	16	,	,	PUNCT
fis-4230	250	17	k.	k.	PROPN
fis-4230	250	18	,	,	PUNCT
fis-4230	250	19	nindyawati	nindyawati	PROPN
fis-4230	250	20	,	,	PUNCT
fis-4230	250	21	n.	n.	NOUN
fis-4230	250	22	,	,	PUNCT
fis-4230	250	23	sulaksitaningrum	sulaksitaningrum	PROPN
fis-4230	250	24	,	,	PUNCT
fis-4230	250	25	r.	r.	PROPN
fis-4230	250	26	and	and	CCONJ
fis-4230	250	27	prayuda	prayuda	PROPN
fis-4230	250	28	,	,	PUNCT
fis-4230	250	29	,	,	PUNCT
fis-4230	250	30	h.	h.	PROPN
fis-4230	250	31	(	(	PUNCT
fis-4230	250	32	2019	2019	NUM
fis-4230	250	33	)	)	PUNCT
fis-4230	250	34	.	.	PUNCT
fis-4230	251	1	numerical	numerical	PROPN
fis-4230	251	2	and	and	CCONJ
fis-4230	251	3	experimental	experimental	ADJ
fis-4230	251	4	investigation	investigation	NOUN
fis-4230	251	5	on	on	ADP
fis-4230	251	6	the	the	DET
fis-4230	251	7	shear	shear	NOUN
fis-4230	251	8	resistance	resistance	NOUN
fis-4230	251	9	of	of	ADP
fis-4230	251	10	functionally	functionally	ADV
fis-4230	251	11	graded	grade	VERB
fis-4230	251	12	concrete	concrete	ADJ
fis-4230	251	13	(	(	PUNCT
fis-4230	251	14	fgc	fgc	ADJ
fis-4230	251	15	)	)	PUNCT
fis-4230	251	16	beams	beam	NOUN
fis-4230	251	17	,	,	PUNCT
fis-4230	251	18	in	in	ADP
fis-4230	251	19	iop	iop	PROPN
fis-4230	251	20	conference	conference	NOUN
fis-4230	251	21	series	series	NOUN
fis-4230	251	22	:	:	PUNCT
fis-4230	251	23	materials	material	NOUN
fis-4230	251	24	science	science	NOUN
fis-4230	251	25	and	and	CCONJ
fis-4230	251	26	engineering	engineering	NOUN
fis-4230	251	27	,	,	PUNCT
fis-4230	251	28	institute	institute	NOUN
fis-4230	251	29	of	of	ADP
fis-4230	251	30	physics	physics	PROPN
fis-4230	251	31	publishing	publishing	NOUN
fis-4230	251	32	,	,	PUNCT
fis-4230	251	33	doi	doi	NOUN
fis-4230	251	34	:	:	PUNCT
fis-4230	251	35	10.1088/1757	10.1088/1757	NOUN
fis-4230	251	36	-	-	PUNCT
fis-4230	251	37	899x/669/1/012055	899x/669/1/012055	PRON
fis-4230	251	38	.	.	PUNCT
fis-4230	252	1	[	[	X
fis-4230	252	2	2	2	NUM
fis-4230	252	3	]	]	PUNCT
fis-4230	252	4	naghibdehi	naghibdehi	PROPN
fis-4230	252	5	,	,	PUNCT
fis-4230	252	6	m.	m.	NOUN
fis-4230	252	7	g.	g.	PROPN
fis-4230	252	8	,	,	PUNCT
fis-4230	252	9	mastali	mastali	PROPN
fis-4230	252	10	,	,	PUNCT
fis-4230	252	11	m.	m.	NOUN
fis-4230	252	12	,	,	PUNCT
fis-4230	252	13	sharbatdar	sharbatdar	PROPN
fis-4230	252	14	,	,	PUNCT
fis-4230	252	15	m.	m.	NOUN
fis-4230	252	16	k.	k.	PROPN
fis-4230	252	17	,	,	PUNCT
fis-4230	252	18	and	and	CCONJ
fis-4230	252	19	naghibdehi	naghibdehi	PROPN
fis-4230	252	20	,	,	PUNCT
fis-4230	252	21	m.	m.	NOUN
fis-4230	252	22	g.	g.	PROPN
fis-4230	252	23	(	(	PUNCT
fis-4230	252	24	2014	2014	NUM
fis-4230	252	25	)	)	PUNCT
fis-4230	252	26	.	.	PUNCT
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fis-4230	253	2	performance	performance	NOUN
fis-4230	253	3	of	of	ADP
fis-4230	253	4	functionally	functionally	ADV
fis-4230	253	5	graded	grade	VERB
fis-4230	253	6	rc	rc	PROPN
fis-4230	253	7	cross	cross	NOUN
fis-4230	253	8	-	-	NOUN
fis-4230	253	9	section	section	NOUN
fis-4230	253	10	with	with	ADP
fis-4230	253	11	steel	steel	NOUN
fis-4230	253	12	and	and	CCONJ
fis-4230	253	13	pp	pp	ADJ
fis-4230	253	14	fibres	fibre	NOUN
fis-4230	253	15	,	,	PUNCT
fis-4230	253	16	magazine	magazine	NOUN
fis-4230	253	17	of	of	ADP
fis-4230	253	18	concrete	concrete	ADJ
fis-4230	253	19	research	research	NOUN
fis-4230	253	20	,	,	PUNCT
fis-4230	253	21	66(5	66(5	NUM
fis-4230	253	22	)	)	PUNCT
fis-4230	253	23	,	,	PUNCT
fis-4230	253	24	pp	pp	ADP
fis-4230	253	25	.	.	PUNCT
fis-4230	254	1	219–233	219–233	NUM
fis-4230	254	2	.	.	PUNCT
fis-4230	255	1	doi	doi	NOUN
fis-4230	255	2	:	:	PUNCT
fis-4230	255	3	10.1680	10.1680	NUM
fis-4230	255	4	/	/	SYM
fis-4230	255	5	macr.13.00248	macr.13.00248	NOUN
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fis-4230	256	1	[	[	X
fis-4230	256	2	3	3	NUM
fis-4230	256	3	]	]	X
fis-4230	256	4	othman	othman	NOUN
fis-4230	256	5	,	,	PUNCT
fis-4230	256	6	m.	m.	NOUN
fis-4230	256	7	a.	a.	PROPN
fis-4230	256	8	,	,	PUNCT
fis-4230	256	9	el	el	PROPN
fis-4230	256	10	-	-	PUNCT
fis-4230	256	11	emam	emam	PROPN
fis-4230	256	12	el	el	PROPN
fis-4230	256	13	-	-	PUNCT
fis-4230	256	14	emam	emam	PROPN
fis-4230	256	15	,	,	PUNCT
fis-4230	256	16	h.	h.	PROPN
fis-4230	256	17	m.	m.	PROPN
fis-4230	256	18	,	,	PUNCT
fis-4230	256	19	seleem	seleem	PROPN
fis-4230	256	20	,	,	PUNCT
fis-4230	256	21	m.	m.	PROPN
fis-4230	256	22	h.	h.	PROPN
fis-4230	256	23	,	,	PUNCT
fis-4230	256	24	sallam	sallam	PROPN
fis-4230	256	25	,	,	PUNCT
fis-4230	256	26	h.	h.	PROPN
fis-4230	256	27	e.	e.	PROPN
fis-4230	256	28	m.	m.	PROPN
fis-4230	256	29	,	,	PUNCT
fis-4230	256	30	and	and	CCONJ
fis-4230	256	31	moawad	moawad	PROPN
fis-4230	256	32	,	,	PUNCT
fis-4230	256	33	m.	m.	NOUN
fis-4230	256	34	,	,	PUNCT
fis-4230	256	35	(	(	PUNCT
fis-4230	256	36	2021	2021	NUM
fis-4230	256	37	)	)	PUNCT
fis-4230	256	38	.	.	PUNCT
fis-4230	257	1	flexural	flexural	ADJ
fis-4230	257	2	behavior	behavior	NOUN
fis-4230	257	3	of	of	ADP
fis-4230	257	4	functionally	functionally	ADV
fis-4230	257	5	graded	grade	VERB
fis-4230	257	6	concrete	concrete	ADJ
fis-4230	257	7	beams	beam	NOUN
fis-4230	257	8	with	with	ADP
fis-4230	257	9	different	different	ADJ
fis-4230	257	10	patterns	pattern	NOUN
fis-4230	257	11	,	,	PUNCT
fis-4230	257	12	archives	archive	NOUN
fis-4230	257	13	of	of	ADP
fis-4230	257	14	civil	civil	ADJ
fis-4230	257	15	and	and	CCONJ
fis-4230	257	16	mechanical	mechanical	ADJ
fis-4230	257	17	engineering	engineering	NOUN
fis-4230	257	18	,	,	PUNCT
fis-4230	257	19	21(4	21(4	NUM
fis-4230	257	20	)	)	PUNCT
fis-4230	257	21	,	,	PUNCT
fis-4230	257	22	doi	doi	NOUN
fis-4230	257	23	:	:	PUNCT
fis-4230	257	24	10.1007	10.1007	NUM
fis-4230	257	25	/	/	SYM
fis-4230	257	26	s43452	s43452	NOUN
fis-4230	257	27	-	-	PUNCT
fis-4230	257	28	021	021	NUM
fis-4230	257	29	-	-	PUNCT
fis-4230	257	30	00317	00317	NUM
fis-4230	257	31	-	-	SYM
fis-4230	257	32	0	0	NUM
fis-4230	257	33	.	.	PUNCT
fis-4230	258	1	[	[	X
fis-4230	258	2	4	4	NUM
fis-4230	258	3	]	]	X
fis-4230	258	4	shirai	shirai	PROPN
fis-4230	258	5	,	,	PUNCT
fis-4230	258	6	k.	k.	PROPN
fis-4230	258	7	,	,	PUNCT
fis-4230	258	8	horii	horii	PROPN
fis-4230	258	9	,	,	PUNCT
fis-4230	258	10	j.	j.	PROPN
fis-4230	258	11	,	,	PUNCT
fis-4230	258	12	nakamuta	nakamuta	PROPN
fis-4230	258	13	,	,	PUNCT
fis-4230	258	14	k.	k.	PROPN
fis-4230	258	15	and	and	CCONJ
fis-4230	258	16	teo	teo	PROPN
fis-4230	258	17	,	,	PUNCT
fis-4230	258	18	w.	w.	NOUN
fis-4230	258	19	(	(	PUNCT
fis-4230	258	20	2022	2022	NUM
fis-4230	258	21	)	)	PUNCT
fis-4230	258	22	.	.	PUNCT
fis-4230	259	1	experimental	experimental	ADJ
fis-4230	259	2	investigation	investigation	NOUN
fis-4230	259	3	on	on	ADP
fis-4230	259	4	the	the	DET
fis-4230	259	5	mechanical	mechanical	ADJ
fis-4230	259	6	and	and	CCONJ
fis-4230	259	7	interfacial	interfacial	ADJ
fis-4230	259	8	properties	property	NOUN
fis-4230	259	9	of	of	ADP
fis-4230	259	10	fiber	fiber	NOUN
fis-4230	259	11	-	-	PUNCT
fis-4230	259	12	reinforced	reinforce	VERB
fis-4230	259	13	geopolymer	geopolymer	NOUN
fis-4230	259	14	layer	layer	NOUN
fis-4230	259	15	on	on	ADP
fis-4230	259	16	the	the	DET
fis-4230	259	17	tension	tension	NOUN
fis-4230	259	18	zone	zone	NOUN
fis-4230	259	19	of	of	ADP
fis-4230	259	20	normal	normal	ADJ
fis-4230	259	21	concrete	concrete	NOUN
fis-4230	259	22	,	,	PUNCT
fis-4230	259	23	constr	constr	NOUN
fis-4230	259	24	.	.	PUNCT
fis-4230	260	1	build	build	PROPN
fis-4230	260	2	mater	mater	NOUN
fis-4230	260	3	,	,	PUNCT
fis-4230	260	4	360	360	NUM
fis-4230	260	5	,	,	PUNCT
fis-4230	260	6	doi	doi	NOUN
fis-4230	260	7	:	:	PUNCT
fis-4230	260	8	10.1016	10.1016	NUM
fis-4230	260	9	/	/	SYM
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fis-4230	260	11	.	.	PUNCT
fis-4230	261	1	[	[	X
fis-4230	261	2	5	5	NUM
fis-4230	261	3	]	]	SYM
fis-4230	261	4	ho	ho	PROPN
fis-4230	261	5	,	,	PUNCT
fis-4230	261	6	j.	j.	PROPN
fis-4230	261	7	c.	c.	PROPN
fis-4230	261	8	m.	m.	PROPN
fis-4230	261	9	,	,	PUNCT
fis-4230	261	10	kwan	kwan	PROPN
fis-4230	261	11	,	,	PUNCT
fis-4230	261	12	a.	a.	PROPN
fis-4230	261	13	k.	k.	PROPN
fis-4230	261	14	h.	h.	PROPN
fis-4230	261	15	,	,	PUNCT
fis-4230	261	16	and	and	CCONJ
fis-4230	261	17	pam	pam	PROPN
fis-4230	261	18	,	,	PUNCT
fis-4230	261	19	h.	h.	PROPN
fis-4230	261	20	j.	j.	PROPN
fis-4230	261	21	(	(	PUNCT
fis-4230	261	22	2002	2002	NUM
fis-4230	261	23	)	)	PUNCT
fis-4230	261	24	.	.	PUNCT
fis-4230	262	1	effects	effect	NOUN
fis-4230	262	2	of	of	ADP
fis-4230	262	3	using	use	VERB
fis-4230	262	4	high	high	ADJ
fis-4230	262	5	-	-	PUNCT
fis-4230	262	6	strength	strength	NOUN
fis-4230	262	7	concrete	concrete	NOUN
fis-4230	262	8	on	on	ADP
fis-4230	262	9	flexural	flexural	ADJ
fis-4230	262	10	ductility	ductility	NOUN
fis-4230	262	11	of	of	ADP
fis-4230	262	12	reinforced	reinforce	VERB
fis-4230	262	13	concrete	concrete	ADJ
fis-4230	262	14	beams	beam	NOUN
fis-4230	262	15	,	,	PUNCT
fis-4230	262	16	hkie	hkie	NOUN
fis-4230	262	17	transactions	transaction	NOUN
fis-4230	262	18	,	,	PUNCT
fis-4230	262	19	9(1	9(1	NUM
fis-4230	262	20	)	)	PUNCT
fis-4230	262	21	,	,	PUNCT
fis-4230	262	22	pp	pp	ADJ
fis-4230	262	23	.	.	PUNCT
fis-4230	263	1	14–21	14–21	NUM
fis-4230	263	2	.	.	PUNCT
fis-4230	264	1	[	[	X
fis-4230	264	2	6	6	NUM
fis-4230	264	3	]	]	SYM
fis-4230	264	4	olivia	olivia	ADJ
fis-4230	264	5	,	,	PUNCT
fis-4230	264	6	m.	m.	NOUN
fis-4230	264	7	and	and	CCONJ
fis-4230	264	8	mandal	mandal	NOUN
fis-4230	264	9	,	,	PUNCT
fis-4230	264	10	p.	p.	NOUN
fis-4230	264	11	(	(	PUNCT
fis-4230	264	12	2005	2005	NUM
fis-4230	264	13	)	)	PUNCT
fis-4230	264	14	.	.	PUNCT
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fis-4230	265	2	ductility	ductility	NOUN
fis-4230	265	3	of	of	ADP
fis-4230	265	4	reinforced	reinforce	VERB
fis-4230	265	5	concrete	concrete	ADJ
fis-4230	265	6	beam	beam	NOUN
fis-4230	265	7	,	,	PUNCT
fis-4230	265	8	journal	journal	NOUN
fis-4230	265	9	of	of	ADP
fis-4230	265	10	civil	civil	ADJ
fis-4230	265	11	engineering	engineering	NOUN
fis-4230	265	12	,	,	PUNCT
fis-4230	265	13	6(1	6(1	NUM
fis-4230	265	14	)	)	PUNCT
fis-4230	265	15	,	,	PUNCT
fis-4230	266	1	pp	pp	ADP
fis-4230	266	2	.	.	PUNCT
fis-4230	267	1	1–13	1–13	NOUN
fis-4230	267	2	.	.	PUNCT
fis-4230	268	1	[	[	X
fis-4230	268	2	7	7	NUM
fis-4230	268	3	]	]	X
fis-4230	268	4	mansor	mansor	PROPN
fis-4230	268	5	,	,	PUNCT
fis-4230	268	6	a.	a.	NOUN
fis-4230	268	7	a.	a.	PROPN
fis-4230	268	8	,	,	PUNCT
fis-4230	268	9	mohammed	mohammed	PROPN
fis-4230	268	10	,	,	PUNCT
fis-4230	268	11	a.	a.	PROPN
fis-4230	268	12	s.	s.	PROPN
fis-4230	268	13	,	,	PUNCT
fis-4230	268	14	and	and	CCONJ
fis-4230	268	15	salman	salman	PROPN
fis-4230	268	16	,	,	PUNCT
fis-4230	268	17	w.	w.	PROPN
fis-4230	268	18	d.	d.	PROPN
fis-4230	268	19	(	(	PUNCT
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fis-4230	268	21	)	)	PUNCT
fis-4230	268	22	.	.	PUNCT
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fis-4230	269	2	of	of	ADP
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fis-4230	269	4	steel	steel	NOUN
fis-4230	269	5	reinforcement	reinforcement	NOUN
fis-4230	269	6	ratio	ratio	NOUN
fis-4230	269	7	on	on	ADP
fis-4230	269	8	deflection	deflection	NOUN
fis-4230	269	9	and	and	CCONJ
fis-4230	269	10	ductility	ductility	NOUN
fis-4230	269	11	in	in	ADP
fis-4230	269	12	reinforced	reinforce	VERB
fis-4230	269	13	concrete	concrete	ADJ
fis-4230	269	14	beams	beam	NOUN
fis-4230	269	15	,	,	PUNCT
fis-4230	269	16	in	in	ADP
fis-4230	269	17	iop	iop	PROPN
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fis-4230	269	19	series	series	NOUN
fis-4230	269	20	:	:	PUNCT
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fis-4230	269	22	science	science	NOUN
fis-4230	269	23	and	and	CCONJ
fis-4230	269	24	engineering	engineering	NOUN
fis-4230	269	25	,	,	PUNCT
fis-4230	269	26	iop	iop	NOUN
fis-4230	269	27	publishing	publishing	NOUN
fis-4230	269	28	,	,	PUNCT
fis-4230	269	29	p.	p.	NOUN
fis-4230	269	30	012008	012008	NUM
fis-4230	269	31	.	.	PUNCT
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fis-4230	270	2	8	8	NUM
fis-4230	270	3	]	]	PUNCT
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fis-4230	270	5	,	,	PUNCT
fis-4230	270	6	a.	a.	NOUN
fis-4230	270	7	a.	a.	PROPN
fis-4230	270	8	,	,	PUNCT
fis-4230	270	9	bneni	bneni	NOUN
fis-4230	270	10	,	,	PUNCT
fis-4230	270	11	m.	m.	NOUN
fis-4230	270	12	a.	a.	PROPN
fis-4230	270	13	,	,	PUNCT
fis-4230	270	14	el	el	PROPN
fis-4230	270	15	-	-	PUNCT
fis-4230	270	16	kholy	kholy	ADJ
fis-4230	270	17	,	,	PUNCT
fis-4230	270	18	e.-m	e.-m	PROPN
fis-4230	270	19	.	.	PUNCT
fis-4230	271	1	i.	i.	PROPN
fis-4230	271	2	,	,	PUNCT
fis-4230	271	3	elkilani	elkilani	PROPN
fis-4230	271	4	,	,	PUNCT
fis-4230	271	5	a.	a.	NOUN
fis-4230	271	6	and	and	CCONJ
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fis-4230	271	8	,	,	PUNCT
fis-4230	271	9	s.	s.	PROPN
fis-4230	271	10	s.	s.	PROPN
fis-4230	271	11	e.	e.	PROPN
fis-4230	271	12	(	(	PUNCT
fis-4230	271	13	2022	2022	NUM
fis-4230	271	14	)	)	PUNCT
fis-4230	271	15	.	.	PUNCT
fis-4230	272	1	experimental	experimental	ADJ
fis-4230	272	2	and	and	CCONJ
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fis-4230	272	7	confinement	confinement	ADJ
fis-4230	272	8	techniques	technique	NOUN
fis-4230	272	9	for	for	ADP
fis-4230	272	10	hsc	hsc	NOUN
fis-4230	272	11	beams	beam	NOUN
fis-4230	272	12	reinforced	reinforce	VERB
fis-4230	272	13	with	with	ADP
fis-4230	272	14	different	different	ADJ
fis-4230	272	15	ratios	ratio	NOUN
fis-4230	272	16	of	of	ADP
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fis-4230	272	18	strength	strength	NOUN
fis-4230	272	19	steel	steel	NOUN
fis-4230	272	20	reinforcement	reinforcement	NOUN
fis-4230	272	21	,	,	PUNCT
fis-4230	272	22	frattura	frattura	PROPN
fis-4230	272	23	e	e	PROPN
fis-4230	272	24	integrita	integrita	PROPN
fis-4230	272	25	strutturale	strutturale	PROPN
fis-4230	272	26	,	,	PUNCT
fis-4230	272	27	60	60	NUM
fis-4230	272	28	,	,	PUNCT
fis-4230	272	29	pp	pp	ADJ
fis-4230	272	30	.	.	PUNCT
fis-4230	273	1	310	310	NUM
fis-4230	273	2	-	-	SYM
fis-4230	273	3	330	330	NUM
fis-4230	273	4	.	.	PUNCT
fis-4230	274	1	doi	doi	NOUN
fis-4230	274	2	:	:	PUNCT
fis-4230	274	3	10.3221	10.3221	NUM
fis-4230	274	4	/	/	SYM
fis-4230	274	5	igf	igf	NOUN
fis-4230	274	6	-	-	ADJ
fis-4230	274	7	esis.60.22	esis.60.22	NOUN
fis-4230	274	8	.	.	PUNCT
fis-4230	275	1	[	[	X
fis-4230	275	2	9	9	NUM
fis-4230	275	3	]	]	SYM
fis-4230	275	4	li	li	PROPN
fis-4230	275	5	,	,	PUNCT
fis-4230	275	6	k.	k.	PROPN
fis-4230	275	7	,	,	PUNCT
fis-4230	275	8	wei	wei	PROPN
fis-4230	275	9	,	,	PUNCT
fis-4230	275	10	y.	y.	PROPN
fis-4230	275	11	,	,	PUNCT
fis-4230	275	12	li	li	PROPN
fis-4230	275	13	,	,	PUNCT
fis-4230	275	14	y.	y.	PROPN
fis-4230	275	15	,	,	PUNCT
fis-4230	275	16	li	li	PROPN
fis-4230	275	17	,	,	PUNCT
fis-4230	275	18	z.	z.	PROPN
fis-4230	275	19	and	and	CCONJ
fis-4230	275	20	zhu	zhu	PROPN
fis-4230	275	21	,	,	PUNCT
fis-4230	275	22	j.	j.	PROPN
fis-4230	275	23	,	,	PUNCT
fis-4230	275	24	(	(	PUNCT
fis-4230	275	25	2023	2023	NUM
fis-4230	275	26	)	)	PUNCT
fis-4230	275	27	.	.	PUNCT
fis-4230	275	28	flexural	flexural	ADJ
fis-4230	275	29	behavior	behavior	NOUN
fis-4230	275	30	of	of	ADP
fis-4230	275	31	reinforced	reinforce	VERB
fis-4230	275	32	concrete	concrete	ADJ
fis-4230	275	33	beams	beam	NOUN
fis-4230	275	34	strengthened	strengthen	VERB
fis-4230	275	35	with	with	ADP
fis-4230	275	36	high	high	ADJ
fis-4230	275	37	-	-	PUNCT
fis-4230	275	38	strength	strength	NOUN
fis-4230	275	39	stainless	stainless	ADJ
fis-4230	275	40	steel	steel	PROPN
fis-4230	275	41	wire	wire	NOUN
fis-4230	275	42	rope	rope	NOUN
fis-4230	275	43	meshes	mesh	VERB
fis-4230	275	44	reinforced	reinforce	VERB
fis-4230	275	45	ecc	ecc	PROPN
fis-4230	275	46	,	,	PUNCT
fis-4230	275	47	constr	constr	NOUN
fis-4230	275	48	build	build	NOUN
fis-4230	275	49	mater	mater	NOUN
fis-4230	275	50	,	,	PUNCT
fis-4230	275	51	362	362	NUM
fis-4230	275	52	,	,	PUNCT
fis-4230	275	53	doi	doi	NOUN
fis-4230	275	54	:	:	PUNCT
fis-4230	275	55	10.1016	10.1016	NUM
fis-4230	275	56	/	/	SYM
fis-4230	275	57	j.conbuildmat.2022.129627	j.conbuildmat.2022.129627	NOUN
fis-4230	275	58	.	.	PUNCT
fis-4230	276	1	[	[	X
fis-4230	276	2	10	10	NUM
fis-4230	276	3	]	]	X
fis-4230	276	4	kwan	kwan	PROPN
fis-4230	276	5	,	,	PUNCT
fis-4230	276	6	a.	a.	PROPN
fis-4230	276	7	k.	k.	PROPN
fis-4230	276	8	h.	h.	PROPN
fis-4230	276	9	,	,	PUNCT
fis-4230	276	10	chau	chau	PROPN
fis-4230	276	11	,	,	PUNCT
fis-4230	276	12	s.	s.	PROPN
fis-4230	276	13	l.	l.	PROPN
fis-4230	276	14	and	and	CCONJ
fis-4230	276	15	au	au	PROPN
fis-4230	276	16	,	,	PUNCT
fis-4230	276	17	f.	f.	PROPN
fis-4230	276	18	t.	t.	PROPN
fis-4230	276	19	k.	k.	PROPN
fis-4230	276	20	(	(	PUNCT
fis-4230	276	21	2006	2006	NUM
fis-4230	276	22	)	)	PUNCT
fis-4230	276	23	.	.	PUNCT
fis-4230	277	1	improving	improve	VERB
fis-4230	277	2	flexural	flexural	ADJ
fis-4230	277	3	ductility	ductility	NOUN
fis-4230	277	4	of	of	ADP
fis-4230	277	5	high	high	ADJ
fis-4230	277	6	-	-	PUNCT
fis-4230	277	7	strength	strength	NOUN
fis-4230	277	8	concrete	concrete	ADJ
fis-4230	277	9	beams	beam	NOUN
fis-4230	277	10	,	,	PUNCT
fis-4230	277	11	proceedings	proceeding	NOUN
fis-4230	277	12	of	of	ADP
fis-4230	277	13	the	the	DET
fis-4230	277	14	institution	institution	NOUN
fis-4230	277	15	of	of	ADP
fis-4230	277	16	civil	civil	ADJ
fis-4230	277	17	engineers	engineer	NOUN
fis-4230	277	18	-	-	PUNCT
fis-4230	277	19	structures	structure	NOUN
fis-4230	277	20	and	and	CCONJ
fis-4230	277	21	buildings	building	NOUN
fis-4230	277	22	,	,	PUNCT
fis-4230	277	23	159(6	159(6	NUM
fis-4230	277	24	)	)	PUNCT
fis-4230	277	25	,	,	PUNCT
fis-4230	277	26	pp	pp	ADJ
fis-4230	277	27	.	.	PUNCT
fis-4230	278	1	339–347	339–347	NUM
fis-4230	278	2	.	.	PUNCT
fis-4230	279	1	[	[	X
fis-4230	279	2	11	11	NUM
fis-4230	279	3	]	]	SYM
fis-4230	279	4	ashour	ashour	NOUN
fis-4230	279	5	,	,	PUNCT
fis-4230	279	6	s.	s.	PROPN
fis-4230	279	7	a.	a.	PROPN
fis-4230	279	8	,	,	PUNCT
fis-4230	279	9	waf	waf	PROPN
fis-4230	279	10	,	,	PUNCT
fis-4230	279	11	a	a	DET
fis-4230	279	12	f.	f.	PROPN
fis-4230	279	13	f.	f.	PROPN
fis-4230	279	14	and	and	CCONJ
fis-4230	279	15	kamal	kamal	PROPN
fis-4230	279	16	,	,	PUNCT
fis-4230	279	17	m.	m.	NOUN
fis-4230	279	18	i.	i.	PROPN
fis-4230	279	19	,	,	PUNCT
fis-4230	279	20	(	(	PUNCT
fis-4230	279	21	2000	2000	NUM
fis-4230	279	22	)	)	PUNCT
fis-4230	279	23	.	.	PUNCT
fis-4230	280	1	effect	effect	NOUN
fis-4230	280	2	of	of	ADP
fis-4230	280	3	the	the	DET
fis-4230	280	4	concrete	concrete	ADJ
fis-4230	280	5	compressive	compressive	ADJ
fis-4230	280	6	strength	strength	NOUN
fis-4230	280	7	and	and	CCONJ
fis-4230	280	8	tensile	tensile	NOUN
fis-4230	280	9	reinforcement	reinforcement	NOUN
fis-4230	280	10	ratio	ratio	NOUN
fis-4230	280	11	on	on	ADP
fis-4230	280	12	the	the	DET
fis-4230	280	13	flexural	flexural	ADJ
fis-4230	280	14	behavior	behavior	NOUN
fis-4230	280	15	of	of	ADP
fis-4230	280	16	fibrous	fibrous	ADJ
fis-4230	280	17	concrete	concrete	ADJ
fis-4230	280	18	beams	beam	NOUN
fis-4230	280	19	,	,	PUNCT
fis-4230	280	20	22(9	22(9	NUM
fis-4230	280	21	)	)	PUNCT
fis-4230	280	22	,	,	PUNCT
fis-4230	280	23	pp	pp	ADP
fis-4230	280	24	.	.	PUNCT
fis-4230	281	1	1145	1145	NUM
fis-4230	281	2	-	-	SYM
fis-4230	281	3	1158	1158	NUM
fis-4230	281	4	.	.	PUNCT
fis-4230	282	1	doi	doi	NOUN
fis-4230	282	2	:	:	PUNCT
fis-4230	282	3	10.1016	10.1016	NUM
fis-4230	282	4	/	/	SYM
fis-4230	282	5	s0141	s0141	PROPN
fis-4230	282	6	-	-	PUNCT
fis-4230	282	7	0296(99)00052	0296(99)00052	ADP
fis-4230	282	8	-	-	PUNCT
fis-4230	282	9	8	8	NUM
fis-4230	282	10	[	[	X
fis-4230	282	11	12	12	NUM
fis-4230	282	12	]	]	PUNCT
fis-4230	282	13	gümüş	gümüş	NOUN
fis-4230	282	14	,	,	PUNCT
fis-4230	282	15	m.	m.	NOUN
fis-4230	282	16	and	and	CCONJ
fis-4230	282	17	arslan	arslan	PROPN
fis-4230	282	18	,	,	PUNCT
fis-4230	282	19	a.	a.	NOUN
fis-4230	282	20	(	(	PUNCT
fis-4230	282	21	2018	2018	NUM
fis-4230	282	22	)	)	PUNCT
fis-4230	282	23	.	.	PUNCT
fis-4230	283	1	effect	effect	NOUN
fis-4230	283	2	of	of	ADP
fis-4230	283	3	fiber	fiber	NOUN
fis-4230	283	4	type	type	NOUN
fis-4230	283	5	and	and	CCONJ
fis-4230	283	6	content	content	NOUN
fis-4230	283	7	on	on	ADP
fis-4230	283	8	the	the	DET
fis-4230	283	9	flexural	flexural	ADJ
fis-4230	283	10	behavior	behavior	NOUN
fis-4230	283	11	of	of	ADP
fis-4230	283	12	high	high	ADJ
fis-4230	283	13	strength	strength	NOUN
fis-4230	283	14	concrete	concrete	ADJ
fis-4230	283	15	beams	beam	NOUN
fis-4230	283	16	with	with	ADP
fis-4230	283	17	low	low	ADJ
fis-4230	283	18	reinforcement	reinforcement	NOUN
fis-4230	283	19	ratios	ratio	NOUN
fis-4230	283	20	,	,	PUNCT
fis-4230	283	21	structures	structure	NOUN
fis-4230	283	22	,	,	PUNCT
fis-4230	283	23	20	20	NUM
fis-4230	283	24	,	,	PUNCT
fis-4230	283	25	pp	pp	ADJ
fis-4230	283	26	.	.	PUNCT
fis-4230	284	1	1–10	1–10	NOUN
fis-4230	284	2	,	,	PUNCT
fis-4230	284	3	doi	doi	NOUN
fis-4230	284	4	:	:	PUNCT
fis-4230	284	5	10.1016	10.1016	NUM
fis-4230	284	6	/	/	SYM
fis-4230	284	7	j.istruc.2019.02.018	j.istruc.2019.02.018	PROPN
fis-4230	284	8	.	.	PUNCT
fis-4230	285	1	[	[	X
fis-4230	285	2	13	13	NUM
fis-4230	285	3	]	]	SYM
fis-4230	285	4	yoo	yoo	PROPN
fis-4230	285	5	,	,	PUNCT
fis-4230	285	6	d.-y	d.-y	PROPN
fis-4230	285	7	.	.	PUNCT
fis-4230	285	8	,	,	PUNCT
fis-4230	285	9	banthia	banthia	VERB
fis-4230	285	10	,	,	PUNCT
fis-4230	285	11	n.	n.	NOUN
fis-4230	285	12	and	and	CCONJ
fis-4230	285	13	yoon	yoon	PROPN
fis-4230	285	14	,	,	PUNCT
fis-4230	285	15	y.-s	y.-	NOUN
fis-4230	285	16	.	.	PUNCT
fis-4230	285	17	(	(	PUNCT
fis-4230	285	18	2017	2017	NUM
fis-4230	285	19	)	)	PUNCT
fis-4230	285	20	.	.	PUNCT
fis-4230	286	1	experimental	experimental	ADJ
fis-4230	286	2	and	and	CCONJ
fis-4230	286	3	numerical	numerical	ADJ
fis-4230	286	4	study	study	NOUN
fis-4230	286	5	on	on	ADP
fis-4230	286	6	flexural	flexural	ADJ
fis-4230	286	7	behavior	behavior	NOUN
fis-4230	286	8	of	of	ADP
fis-4230	286	9	ultra	ultra	ADJ
fis-4230	286	10	-	-	ADJ
fis-4230	286	11	highperformance	highperformance	ADJ
fis-4230	286	12	fiber	fiber	NOUN
fis-4230	286	13	-	-	PUNCT
fis-4230	286	14	reinforced	reinforce	VERB
fis-4230	286	15	concrete	concrete	ADJ
fis-4230	286	16	beams	beam	NOUN
fis-4230	286	17	with	with	ADP
fis-4230	286	18	low	low	ADJ
fis-4230	286	19	reinforcement	reinforcement	NOUN
fis-4230	286	20	ratios	ratio	NOUN
fis-4230	286	21	,	,	PUNCT
fis-4230	286	22	canadian	canadian	ADJ
fis-4230	286	23	journal	journal	NOUN
fis-4230	286	24	of	of	ADP
fis-4230	286	25	civil	civil	ADJ
fis-4230	286	26	engineering	engineering	NOUN
fis-4230	286	27	,	,	PUNCT
fis-4230	286	28	44(1	44(1	PROPN
fis-4230	286	29	)	)	PUNCT
fis-4230	286	30	,	,	PUNCT
fis-4230	286	31	pp	pp	ADP
fis-4230	286	32	.	.	PUNCT
fis-4230	287	1	18–28	18–28	NUM
fis-4230	287	2	.	.	PUNCT
fis-4230	288	1	[	[	X
fis-4230	288	2	14	14	NUM
fis-4230	288	3	]	]	X
fis-4230	288	4	ministry	ministry	PROPN
fis-4230	288	5	of	of	ADP
fis-4230	288	6	housing	housing	PROPN
fis-4230	288	7	,	,	PUNCT
fis-4230	288	8	u.	u.	PROPN
fis-4230	288	9	&	&	CCONJ
fis-4230	288	10	u.	u.	PROPN
fis-4230	288	11	c.	c.	PROPN
fis-4230	288	12	,	,	PUNCT
fis-4230	288	13	ecp	ecp	VERB
fis-4230	288	14	203	203	NUM
fis-4230	288	15	,	,	PUNCT
fis-4230	288	16	(	(	PUNCT
fis-4230	288	17	2020	2020	NUM
fis-4230	288	18	)	)	PUNCT
fis-4230	288	19	,	,	PUNCT
fis-4230	288	20	the	the	DET
fis-4230	288	21	egyptian	egyptian	PROPN
fis-4230	288	22	code	code	PROPN
fis-4230	288	23	for	for	ADP
fis-4230	288	24	design	design	NOUN
fis-4230	288	25	and	and	CCONJ
fis-4230	288	26	construction	construction	NOUN
fis-4230	288	27	of	of	ADP
fis-4230	288	28	concrete	concrete	ADJ
fis-4230	288	29	structures	structure	NOUN
fis-4230	288	30	.	.	PUNCT
fis-4230	289	1	[	[	X
fis-4230	289	2	15	15	NUM
fis-4230	289	3	]	]	X
fis-4230	289	4	iso	iso	NOUN
fis-4230	289	5	,	,	PUNCT
fis-4230	289	6	iso	iso	NOUN
fis-4230	289	7	6935	6935	NUM
fis-4230	289	8	-	-	SYM
fis-4230	289	9	2	2	NUM
fis-4230	289	10	:	:	PUNCT
fis-4230	289	11	(	(	PUNCT
fis-4230	289	12	2019	2019	NUM
fis-4230	289	13	)	)	PUNCT
fis-4230	289	14	.	.	PUNCT
fis-4230	290	1	steel	steel	NOUN
fis-4230	290	2	for	for	ADP
fis-4230	290	3	the	the	DET
fis-4230	290	4	reinforcement	reinforcement	NOUN
fis-4230	290	5	of	of	ADP
fis-4230	290	6	concrete	concrete	ADJ
fis-4230	290	7	—	—	PUNCT
fis-4230	290	8	part	part	NOUN
fis-4230	290	9	2	2	NUM
fis-4230	290	10	:	:	PUNCT
fis-4230	290	11	ribbed	ribbed	NOUN
fis-4230	290	12	bars	bar	NOUN
fis-4230	290	13	.	.	PUNCT
fis-4230	291	1	[	[	X
fis-4230	291	2	16	16	NUM
fis-4230	291	3	]	]	PUNCT
fis-4230	291	4	aci	aci	PROPN
fis-4230	291	5	prc-211.1	prc-211.1	PROPN
fis-4230	291	6	-	-	PUNCT
fis-4230	291	7	91	91	NUM
fis-4230	291	8	:	:	PUNCT
fis-4230	291	9	(	(	PUNCT
fis-4230	291	10	2009	2009	NUM
fis-4230	291	11	)	)	PUNCT
fis-4230	291	12	.	.	PUNCT
fis-4230	292	1	standard	standard	ADJ
fis-4230	292	2	practice	practice	NOUN
fis-4230	292	3	for	for	ADP
fis-4230	292	4	selecting	select	VERB
fis-4230	292	5	proportions	proportion	NOUN
fis-4230	292	6	for	for	ADP
fis-4230	292	7	normal	normal	ADJ
fis-4230	292	8	,	,	PUNCT
fis-4230	292	9	heavyweight	heavyweight	ADJ
fis-4230	292	10	,	,	PUNCT
fis-4230	292	11	and	and	CCONJ
fis-4230	292	12	mass	mass	ADJ
fis-4230	292	13	concrete	concrete	NOUN
fis-4230	292	14	.	.	PUNCT
fis-4230	293	1	[	[	X
fis-4230	293	2	17	17	NUM
fis-4230	293	3	]	]	X
fis-4230	293	4	british	british	ADJ
fis-4230	293	5	standards	standard	NOUN
fis-4230	293	6	institution	institution	NOUN
fis-4230	293	7	,	,	PUNCT
fis-4230	293	8	testing	test	VERB
fis-4230	293	9	hardened	harden	VERB
fis-4230	293	10	concrete	concrete	NOUN
fis-4230	293	11	.	.	PUNCT
fis-4230	294	1	part	part	NOUN
fis-4230	294	2	3	3	NUM
fis-4230	294	3	,	,	PUNCT
fis-4230	294	4	(	(	PUNCT
fis-4230	294	5	2009	2009	NUM
fis-4230	294	6	)	)	PUNCT
fis-4230	294	7	compressive	compressive	ADJ
fis-4230	294	8	strength	strength	NOUN
fis-4230	294	9	of	of	ADP
fis-4230	294	10	test	test	NOUN
fis-4230	294	11	specimens	specimen	NOUN
fis-4230	294	12	.	.	PUNCT
fis-4230	295	1	[	[	X
fis-4230	295	2	18	18	NUM
fis-4230	295	3	]	]	X
fis-4230	295	4	british	british	ADJ
fis-4230	295	5	standard	standard	NOUN
fis-4230	295	6	,	,	PUNCT
fis-4230	295	7	testing	testing	NOUN
fis-4230	295	8	hardened	harden	VERB
fis-4230	295	9	concrete	concrete	ADJ
fis-4230	295	10	part	part	NOUN
fis-4230	295	11	6	6	NUM
fis-4230	295	12	:	:	PUNCT
fis-4230	295	13	(	(	PUNCT
fis-4230	295	14	2010	2010	NUM
fis-4230	295	15	)	)	PUNCT
fis-4230	295	16	.	.	PUNCT
fis-4230	296	1	tensile	tensile	NOUN
fis-4230	296	2	splitting	splitting	NOUN
fis-4230	296	3	strength	strength	NOUN
fis-4230	296	4	of	of	ADP
fis-4230	296	5	test	test	NOUN
fis-4230	296	6	specimens	specimen	NOUN
fis-4230	296	7	.	.	PUNCT
fis-4230	297	1	[	[	X
fis-4230	297	2	19	19	NUM
fis-4230	297	3	]	]	X
fis-4230	297	4	british	british	ADJ
fis-4230	297	5	standard	standard	PROPN
fis-4230	297	6	,	,	PUNCT
fis-4230	297	7	testing	testing	NOUN
fis-4230	297	8	hardened	harden	VERB
fis-4230	297	9	concrete	concrete	ADJ
fis-4230	297	10	part	part	NOUN
fis-4230	297	11	5	5	NUM
fis-4230	297	12	:	:	PUNCT
fis-4230	297	13	(	(	PUNCT
fis-4230	297	14	2009	2009	NUM
fis-4230	297	15	)	)	PUNCT
fis-4230	297	16	.	.	PUNCT
fis-4230	298	1	flexural	flexural	ADJ
fis-4230	298	2	strength	strength	NOUN
fis-4230	298	3	of	of	ADP
fis-4230	298	4	test	test	NOUN
fis-4230	298	5	specimens	specimen	NOUN
fis-4230	298	6	.	.	PUNCT
fis-4230	299	1	[	[	X
fis-4230	299	2	20	20	NUM
fis-4230	299	3	]	]	PUNCT
fis-4230	299	4	dassault	dassault	NOUN
fis-4230	299	5	s.	s.	PROPN
fis-4230	299	6	,	,	PUNCT
fis-4230	299	7	(	(	PUNCT
fis-4230	299	8	2014	2014	NUM
fis-4230	299	9	)	)	PUNCT
fis-4230	299	10	.	.	PUNCT
fis-4230	300	1	abaqus	abaqus	NOUN
fis-4230	300	2	6.14	6.14	NUM
fis-4230	300	3	analysis	analysis	NOUN
fis-4230	300	4	user	user	NOUN
fis-4230	300	5	’s	’s	PART
fis-4230	300	6	manual	manual	NOUN
fis-4230	300	7	,	,	PUNCT
fis-4230	300	8	dassault	dassault	NOUN
fis-4230	300	9	systems	system	NOUN
fis-4230	300	10	:	:	PUNCT
fis-4230	300	11	providence	providence	NOUN
fis-4230	300	12	,	,	PUNCT
fis-4230	300	13	ri	ri	PROPN
fis-4230	300	14	,	,	PUNCT
fis-4230	300	15	usa	usa	PROPN
fis-4230	300	16	.	.	PUNCT
fis-4230	301	1	[	[	X
fis-4230	301	2	21	21	NUM
fis-4230	301	3	]	]	SYM
fis-4230	301	4	maio	maio	PROPN
fis-4230	301	5	,	,	PUNCT
fis-4230	301	6	u.	u.	PROPN
fis-4230	301	7	de	de	PROPN
fis-4230	301	8	,	,	PUNCT
fis-4230	301	9	gaetano	gaetano	PROPN
fis-4230	301	10	,	,	PUNCT
fis-4230	301	11	d.	d.	PROPN
fis-4230	301	12	,	,	PUNCT
fis-4230	301	13	greco	greco	PROPN
fis-4230	301	14	,	,	PUNCT
fis-4230	301	15	f.	f.	PROPN
fis-4230	301	16	,	,	PUNCT
fis-4230	301	17	lonetti	lonetti	PROPN
fis-4230	301	18	,	,	PUNCT
fis-4230	301	19	p.	p.	NOUN
fis-4230	301	20	and	and	CCONJ
fis-4230	301	21	pranno	pranno	VERB
fis-4230	301	22	,	,	PUNCT
fis-4230	301	23	a.	a.	NOUN
fis-4230	301	24	(	(	PUNCT
fis-4230	301	25	2023	2023	NUM
fis-4230	301	26	)	)	PUNCT
fis-4230	301	27	.	.	PUNCT
fis-4230	302	1	the	the	DET
fis-4230	302	2	damage	damage	NOUN
fis-4230	302	3	effect	effect	NOUN
fis-4230	302	4	on	on	ADP
fis-4230	302	5	the	the	DET
fis-4230	302	6	dynamic	dynamic	ADJ
fis-4230	302	7	characteristics	characteristic	NOUN
fis-4230	302	8	of	of	ADP
fis-4230	302	9	frp	frp	PROPN
fis-4230	302	10	-	-	PUNCT
fis-4230	302	11	strengthened	strengthen	VERB
fis-4230	302	12	reinforced	reinforce	VERB
fis-4230	302	13	concrete	concrete	ADJ
fis-4230	302	14	structures	structure	NOUN
fis-4230	302	15	,	,	PUNCT
fis-4230	302	16	compos	compos	NOUN
fis-4230	302	17	struct	struct	NOUN
fis-4230	302	18	,	,	PUNCT
fis-4230	302	19	309	309	NUM
fis-4230	302	20	,	,	PUNCT
fis-4230	302	21	p.	p.	NOUN
fis-4230	302	22	116731	116731	NUM
fis-4230	302	23	,	,	PUNCT
fis-4230	302	24	doi	doi	NOUN
fis-4230	302	25	:	:	PUNCT
fis-4230	302	26	10.1016	10.1016	NUM
fis-4230	302	27	/	/	SYM
fis-4230	302	28	j.compstruct.2023.116731	j.compstruct.2023.116731	NOUN
fis-4230	302	29	.	.	PUNCT
fis-4230	303	1	[	[	X
fis-4230	303	2	22	22	NUM
fis-4230	303	3	]	]	SYM
fis-4230	303	4	maio	maio	PROPN
fis-4230	303	5	,	,	PUNCT
fis-4230	303	6	u.	u.	PROPN
fis-4230	303	7	de	de	PROPN
fis-4230	303	8	,	,	PUNCT
fis-4230	303	9	gaetano	gaetano	PROPN
fis-4230	303	10	,	,	PUNCT
fis-4230	303	11	d.	d.	PROPN
fis-4230	303	12	greco	greco	PROPN
fis-4230	303	13	,	,	PUNCT
fis-4230	303	14	f.	f.	PROPN
fis-4230	303	15	,	,	PUNCT
fis-4230	303	16	lonetti	lonetti	PROPN
fis-4230	303	17	,	,	PUNCT
fis-4230	303	18	p.	p.	PROPN
fis-4230	303	19	,	,	PUNCT
fis-4230	303	20	nevone	nevone	PROPN
fis-4230	303	21	blasi	blasi	PROPN
fis-4230	303	22	,	,	PUNCT
fis-4230	303	23	p.	p.	NOUN
fis-4230	303	24	,	,	PUNCT
fis-4230	303	25	and	and	CCONJ
fis-4230	303	26	pranno	pranno	VERB
fis-4230	303	27	,	,	PUNCT
fis-4230	303	28	a.	a.	NOUN
fis-4230	303	29	,	,	PUNCT
fis-4230	303	30	(	(	PUNCT
fis-4230	303	31	2023	2023	NUM
fis-4230	303	32	)	)	PUNCT
fis-4230	303	33	.	.	PUNCT
fis-4230	304	1	the	the	DET
fis-4230	304	2	reinforcing	reinforce	VERB
fis-4230	304	3	effect	effect	NOUN
fis-4230	304	4	of	of	ADP
fis-4230	304	5	nano	nano	NOUN
fis-4230	304	6	-	-	PUNCT
fis-4230	304	7	modified	modify	VERB
fis-4230	304	8	epoxy	epoxy	NOUN
fis-4230	304	9	resin	resin	NOUN
fis-4230	304	10	on	on	ADP
fis-4230	304	11	the	the	DET
fis-4230	304	12	failure	failure	NOUN
fis-4230	304	13	behavior	behavior	NOUN
fis-4230	304	14	of	of	ADP
fis-4230	304	15	frp	frp	PROPN
fis-4230	304	16	-	-	PUNCT
fis-4230	304	17	plated	plate	VERB
fis-4230	304	18	rc	rc	PROPN
fis-4230	304	19	structures	structure	NOUN
fis-4230	304	20	,	,	PUNCT
fis-4230	304	21	buildings	building	NOUN
fis-4230	304	22	,	,	PUNCT
fis-4230	304	23	13(5	13(5	NUM
fis-4230	304	24	)	)	PUNCT
fis-4230	304	25	,	,	PUNCT
fis-4230	304	26	p.	p.	NOUN
fis-4230	304	27	1139	1139	NUM
fis-4230	304	28	.	.	PUNCT
fis-4230	305	1	s.	s.	PROPN
fis-4230	305	2	s.	s.	PROPN
fis-4230	305	3	e.	e.	PROPN
fis-4230	305	4	ahmad	ahmad	PROPN
fis-4230	305	5	et	et	PROPN
fis-4230	305	6	alii	alii	PROPN
fis-4230	305	7	,	,	PUNCT
fis-4230	305	8	frattura	frattura	PROPN
fis-4230	305	9	ed	ed	PROPN
fis-4230	305	10	integrità	integrità	PROPN
fis-4230	305	11	strutturale	strutturale	PROPN
fis-4230	305	12	,	,	PUNCT
fis-4230	305	13	65	65	NUM
fis-4230	305	14	(	(	PUNCT
fis-4230	305	15	2023	2023	NUM
fis-4230	305	16	)	)	PUNCT
fis-4230	305	17	270	270	NUM
fis-4230	305	18	-	-	SYM
fis-4230	305	19	288	288	NUM
fis-4230	305	20	;	;	PUNCT
fis-4230	305	21	doi	doi	NOUN
fis-4230	305	22	:	:	PUNCT
fis-4230	305	23	10.3221	10.3221	NUM
fis-4230	305	24	/	/	SYM
fis-4230	305	25	igf	igf	PROPN
fis-4230	305	26	-	-	PUNCT
fis-4230	305	27	esis.65.18	esis.65.18	X
fis-4230	305	28	288	288	NUM
fis-4230	306	1	[	[	X
fis-4230	306	2	23	23	NUM
fis-4230	306	3	]	]	SYM
fis-4230	306	4	carreira	carreira	PROPN
fis-4230	306	5	,	,	PUNCT
fis-4230	306	6	d.	d.	PROPN
fis-4230	306	7	j.	j.	PROPN
fis-4230	306	8	and	and	CCONJ
fis-4230	306	9	chu	chu	PROPN
fis-4230	306	10	,	,	PUNCT
fis-4230	306	11	k.-h	k.-h	PROPN
fis-4230	306	12	.	.	PUNCT
fis-4230	306	13	,	,	PUNCT
fis-4230	306	14	(	(	PUNCT
fis-4230	306	15	1985	1985	NUM
fis-4230	306	16	)	)	PUNCT
fis-4230	306	17	.	.	PUNCT
fis-4230	307	1	stress	stress	NOUN
fis-4230	307	2	-	-	PUNCT
fis-4230	307	3	strain	strain	NOUN
fis-4230	307	4	relationship	relationship	NOUN
fis-4230	307	5	for	for	ADP
fis-4230	307	6	plain	plain	ADJ
fis-4230	307	7	concrete	concrete	NOUN
fis-4230	307	8	in	in	ADP
fis-4230	307	9	compression	compression	NOUN
fis-4230	307	10	,	,	PUNCT
fis-4230	307	11	journal	journal	NOUN
fis-4230	307	12	proceedings	proceeding	NOUN
fis-4230	307	13	,	,	PUNCT
fis-4230	307	14	pp	pp	ADP
fis-4230	307	15	.	.	PUNCT
fis-4230	308	1	797–804	797–804	NOUN
fis-4230	308	2	.	.	PUNCT
fis-4230	309	1	[	[	X
fis-4230	309	2	24	24	NUM
fis-4230	309	3	]	]	SYM
fis-4230	309	4	carreira	carreira	PROPN
fis-4230	309	5	,	,	PUNCT
fis-4230	309	6	d.	d.	PROPN
fis-4230	309	7	j.	j.	PROPN
fis-4230	309	8	and	and	CCONJ
fis-4230	309	9	chu	chu	PROPN
fis-4230	309	10	,	,	PUNCT
fis-4230	309	11	k.-h	k.-h	PROPN
fis-4230	309	12	.	.	PUNCT
fis-4230	310	1	(	(	PUNCT
fis-4230	310	2	1986	1986	NUM
fis-4230	310	3	)	)	PUNCT
fis-4230	310	4	.	.	PUNCT
fis-4230	311	1	stress	stress	NOUN
fis-4230	311	2	-	-	PUNCT
fis-4230	311	3	strain	strain	NOUN
fis-4230	311	4	relationship	relationship	NOUN
fis-4230	311	5	for	for	ADP
fis-4230	311	6	reinforced	reinforce	VERB
fis-4230	311	7	concrete	concrete	NOUN
fis-4230	311	8	in	in	ADP
fis-4230	311	9	tension	tension	NOUN
fis-4230	311	10	,	,	PUNCT
fis-4230	311	11	journal	journal	NOUN
fis-4230	311	12	proceedings	proceeding	NOUN
fis-4230	311	13	,	,	PUNCT
fis-4230	311	14	pp	pp	X
fis-4230	311	15	.	.	PUNCT
fis-4230	312	1	21–28	21–28	NUM
fis-4230	312	2	.	.	PUNCT
fis-4230	313	1	[	[	X
fis-4230	313	2	25	25	NUM
fis-4230	313	3	]	]	X
fis-4230	313	4	tao	tao	PROPN
fis-4230	313	5	,	,	PUNCT
fis-4230	313	6	z.	z.	PROPN
fis-4230	313	7	,	,	PUNCT
fis-4230	313	8	wang	wang	PROPN
fis-4230	313	9	,	,	PUNCT
fis-4230	313	10	z.-b	z.-b	PROPN
fis-4230	313	11	.	.	PROPN
fis-4230	313	12	and	and	CCONJ
fis-4230	313	13	yu	yu	PROPN
fis-4230	313	14	,	,	PUNCT
fis-4230	313	15	q.	q.	PROPN
fis-4230	313	16	(	(	PUNCT
fis-4230	313	17	2013	2013	NUM
fis-4230	313	18	)	)	PUNCT
fis-4230	313	19	.	.	PUNCT
fis-4230	314	1	finite	finite	PROPN
fis-4230	314	2	element	element	NOUN
fis-4230	314	3	modelling	modelling	NOUN
fis-4230	314	4	of	of	ADP
fis-4230	314	5	concrete	concrete	NOUN
fis-4230	314	6	-	-	PUNCT
fis-4230	314	7	filled	fill	VERB
fis-4230	314	8	steel	steel	NOUN
fis-4230	314	9	stub	stub	NOUN
fis-4230	314	10	columns	column	NOUN
fis-4230	314	11	under	under	ADP
fis-4230	314	12	axial	axial	ADJ
fis-4230	314	13	compression	compression	NOUN
fis-4230	314	14	,	,	PUNCT
fis-4230	314	15	j	j	PROPN
fis-4230	314	16	constr	constr	PROPN
fis-4230	314	17	steel	steel	NOUN
fis-4230	314	18	res	re	NOUN
fis-4230	314	19	,	,	PUNCT
fis-4230	314	20	89	89	NUM
fis-4230	314	21	,	,	PUNCT
fis-4230	314	22	pp	pp	ADJ
fis-4230	314	23	.	.	PUNCT
fis-4230	315	1	121–131	121–131	NUM
fis-4230	315	2	.	.	PUNCT
fis-4230	316	1	[	[	X
fis-4230	316	2	26	26	NUM
fis-4230	316	3	]	]	X
fis-4230	316	4	lee	lee	PROPN
fis-4230	316	5	,	,	PUNCT
fis-4230	316	6	s.-h	s.-h	PROPN
fis-4230	316	7	.	.	PROPN
fis-4230	316	8	,	,	PUNCT
fis-4230	316	9	abolmaali	abolmaali	PROPN
fis-4230	316	10	,	,	PUNCT
fis-4230	316	11	a.	a.	NOUN
fis-4230	316	12	,	,	PUNCT
fis-4230	316	13	shin	shin	NOUN
fis-4230	316	14	,	,	PUNCT
fis-4230	316	15	k.-j	k.-j	PROPN
fis-4230	316	16	.	.	PUNCT
fis-4230	316	17	and	and	CCONJ
fis-4230	316	18	lee	lee	PROPN
fis-4230	316	19	,	,	PUNCT
fis-4230	316	20	h.-d	h.-d	PROPN
fis-4230	316	21	.	.	PUNCT
fis-4230	316	22	(	(	PUNCT
fis-4230	316	23	2020	2020	NUM
fis-4230	316	24	)	)	PUNCT
fis-4230	316	25	.	.	PUNCT
fis-4230	317	1	abaqus	abaqus	NOUN
fis-4230	317	2	modeling	modeling	NOUN
fis-4230	317	3	for	for	ADP
fis-4230	317	4	post	post	ADJ
fis-4230	317	5	-	-	ADJ
fis-4230	317	6	tensioned	tensioned	ADJ
fis-4230	317	7	reinforced	reinforce	VERB
fis-4230	317	8	concrete	concrete	ADJ
fis-4230	317	9	beams	beam	NOUN
fis-4230	317	10	,	,	PUNCT
fis-4230	317	11	journal	journal	NOUN
fis-4230	317	12	of	of	ADP
fis-4230	317	13	building	build	VERB
fis-4230	317	14	engineering	engineering	NOUN
fis-4230	317	15	,	,	PUNCT
fis-4230	317	16	30	30	NUM
fis-4230	317	17	,	,	PUNCT
fis-4230	317	18	p.	p.	NOUN
fis-4230	317	19	101273	101273	NUM
fis-4230	317	20	.	.	PUNCT
fis-4230	318	1	[	[	X
fis-4230	318	2	27	27	NUM
fis-4230	318	3	]	]	X
fis-4230	318	4	seow	seow	NOUN
fis-4230	318	5	,	,	PUNCT
fis-4230	318	6	p.	p.	PROPN
fis-4230	318	7	e.	e.	PROPN
fis-4230	318	8	c.	c.	PROPN
fis-4230	318	9	and	and	CCONJ
fis-4230	318	10	swaddiwudhipong	swaddiwudhipong	PROPN
fis-4230	318	11	,	,	PUNCT
fis-4230	318	12	s.	s.	PROPN
fis-4230	318	13	(	(	PUNCT
fis-4230	318	14	2005	2005	NUM
fis-4230	318	15	)	)	PUNCT
fis-4230	318	16	.	.	PUNCT
fis-4230	319	1	failure	failure	NOUN
fis-4230	319	2	surface	surface	NOUN
fis-4230	319	3	for	for	ADP
fis-4230	319	4	concrete	concrete	NOUN
fis-4230	319	5	under	under	ADP
fis-4230	319	6	multiaxial	multiaxial	ADJ
fis-4230	319	7	load	load	NOUN
fis-4230	319	8	—	—	PUNCT
fis-4230	319	9	a	a	DET
fis-4230	319	10	unified	unified	ADJ
fis-4230	319	11	approach	approach	NOUN
fis-4230	319	12	,	,	PUNCT
fis-4230	319	13	journal	journal	NOUN
fis-4230	319	14	of	of	ADP
fis-4230	319	15	materials	material	NOUN
fis-4230	319	16	in	in	ADP
fis-4230	319	17	civil	civil	ADJ
fis-4230	319	18	engineering	engineering	NOUN
fis-4230	319	19	,	,	PUNCT
fis-4230	319	20	17(2	17(2	NUM
fis-4230	319	21	)	)	PUNCT
fis-4230	319	22	,	,	PUNCT
fis-4230	319	23	pp	pp	ADP
fis-4230	319	24	.	.	PUNCT
fis-4230	320	1	219–228	219–228	NUM
fis-4230	320	2	.	.	PUNCT
fis-4230	321	1	<	<	X
fis-4230	321	2	<	<	X
fis-4230	321	3	/ascii85encodepages	/ascii85encodepage	NOUN
fis-4230	321	4	false	false	ADJ
fis-4230	321	5	/allowtransparency	/allowtransparency	NOUN
fis-4230	321	6	false	false	ADJ
fis-4230	321	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-4230	321	8	true	true	ADJ
fis-4230	321	9	/autorotatepages	/autorotatepage	NOUN
fis-4230	321	10	/none	/none	PUNCT
fis-4230	321	11	/binding	/binding	PUNCT
fis-4230	321	12	/left	/left	ADJ
fis-4230	322	1	/calgrayprofile	/calgrayprofile	VERB
fis-4230	322	2	(	(	PUNCT
fis-4230	322	3	dot	dot	NOUN
fis-4230	322	4	gain	gain	NOUN
fis-4230	322	5	20	20	NUM
fis-4230	322	6	%	%	NOUN
fis-4230	322	7	)	)	PUNCT
fis-4230	322	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-4230	323	1	(	(	PUNCT
fis-4230	323	2	srgb	srgb	PROPN
fis-4230	323	3	iec61966	iec61966	NOUN
fis-4230	323	4	-	-	PUNCT
fis-4230	323	5	2.1	2.1	NUM
fis-4230	323	6	)	)	PUNCT
fis-4230	323	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-4230	324	1	(	(	PUNCT
fis-4230	324	2	u.s	u.s	PROPN
fis-4230	324	3	.	.	PROPN
fis-4230	324	4	web	web	NOUN
fis-4230	324	5	coated	coat	VERB
fis-4230	324	6	\050swop\051	\050swop\051	ADJ
fis-4230	324	7	v2	v2	NOUN
fis-4230	324	8	)	)	PUNCT
fis-4230	324	9	/srgbprofile	/srgbprofile	PUNCT
fis-4230	324	10	(	(	PUNCT
fis-4230	324	11	srgb	srgb	PROPN
fis-4230	324	12	iec61966	iec61966	NOUN
fis-4230	324	13	-	-	PUNCT
fis-4230	324	14	2.1	2.1	NUM
fis-4230	324	15	)	)	PUNCT
fis-4230	324	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-4230	325	1	/error	/error	INTJ
fis-4230	325	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-4230	326	1	1.4	1.4	NUM
fis-4230	326	2	/compressobjects	/compressobject	NOUN
fis-4230	326	3	/tags	/tag	VERB
fis-4230	326	4	/compresspages	/compresspage	NOUN
fis-4230	326	5	true	true	ADJ
fis-4230	326	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-4230	326	7	true	true	ADJ
fis-4230	326	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-4230	326	9	true	true	ADJ
fis-4230	326	10	/createjobticket	/createjobticket	NOUN
fis-4230	326	11	false	false	ADJ
fis-4230	326	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-4230	326	13	/default	/default	PUNCT
fis-4230	326	14	/detectblends	/detectblend	NOUN
fis-4230	326	15	true	true	ADJ
fis-4230	326	16	/detectcurves	/detectcurve	VERB
fis-4230	327	1	0.0000	0.0000	NUM
fis-4230	327	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-4230	327	3	/cmyk	/cmyk	PUNCT
fis-4230	328	1	/dothumbnails	/dothumbnail	VERB
fis-4230	329	1	false	false	ADJ
fis-4230	329	2	/embedallfonts	/embedallfont	NOUN
fis-4230	329	3	true	true	ADJ
fis-4230	329	4	/embedopentype	/embedopentype	PUNCT
fis-4230	329	5	false	false	ADJ
fis-4230	329	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-4230	329	7	true	true	ADJ
fis-4230	329	8	/embedjoboptions	/embedjoboption	NOUN
fis-4230	329	9	true	true	ADJ
fis-4230	329	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-4230	329	11	0	0	NUM
fis-4230	329	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-4230	329	13	false	false	ADJ
fis-4230	329	14	/endpage	/endpage	NOUN
fis-4230	329	15	-1	-1	NOUN
fis-4230	329	16	/imagememory	/imagememory	NUM
fis-4230	329	17	1048576	1048576	NUM
fis-4230	329	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-4230	329	19	false	false	ADJ
fis-4230	329	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-4230	329	21	100	100	NUM
fis-4230	329	22	/optimize	/optimize	NOUN
fis-4230	329	23	true	true	ADJ
fis-4230	329	24	/opm	/opm	NOUN
fis-4230	329	25	1	1	NUM
fis-4230	329	26	/parsedsccomments	/parsedsccomment	NOUN
fis-4230	329	27	true	true	ADJ
fis-4230	329	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-4230	329	29	true	true	ADJ
fis-4230	329	30	/preservecopypage	/preservecopypage	NOUN
fis-4230	329	31	true	true	ADJ
fis-4230	329	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-4230	329	33	true	true	ADJ
fis-4230	329	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-4230	329	35	true	true	ADJ
fis-4230	329	36	/preserveflatness	/preserveflatness	NOUN
fis-4230	329	37	true	true	ADJ
fis-4230	329	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-4230	329	39	false	false	ADJ
fis-4230	329	40	/preserveopicomments	/preserveopicomment	NOUN
fis-4230	329	41	true	true	ADJ
fis-4230	329	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-4230	329	43	true	true	ADJ
fis-4230	329	44	/startpage	/startpage	NOUN
fis-4230	329	45	1	1	NUM
fis-4230	329	46	/subsetfonts	/subsetfont	NOUN
fis-4230	329	47	true	true	ADJ
fis-4230	329	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-4230	329	49	/apply	/apply	PUNCT
fis-4230	329	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-4230	330	1	/preserve	/preserve	NOUN
fis-4230	330	2	/useprologue	/useprologue	NOUN
fis-4230	330	3	false	false	ADJ
fis-4230	330	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-4230	330	5	(	(	PUNCT
fis-4230	330	6	)	)	PUNCT
fis-4230	330	7	/alwaysembed	/alwaysembe	VERB
fis-4230	330	8	[	[	PUNCT
fis-4230	330	9	true	true	ADJ
fis-4230	330	10	]	]	PUNCT
fis-4230	330	11	/neverembed	/neverembed	PUNCT
fis-4230	331	1	[	[	PUNCT
fis-4230	331	2	true	true	ADJ
fis-4230	331	3	]	]	PUNCT
fis-4230	331	4	/antialiascolorimages	/antialiascolorimages	X
fis-4230	331	5	false	false	ADJ
fis-4230	331	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-4230	331	7	true	true	ADJ
fis-4230	331	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-4230	331	9	300	300	NUM
fis-4230	331	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-4230	331	11	/ok	/ok	ADJ
fis-4230	332	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-4230	333	1	true	true	ADJ
fis-4230	333	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-4230	333	3	/bicubic	/bicubic	NOUN
fis-4230	333	4	/colorimageresolution	/colorimageresolution	NOUN
fis-4230	334	1	300	300	NUM
fis-4230	334	2	/colorimagedepth	/colorimagedepth	PRON
fis-4230	334	3	-1	-1	INTJ
fis-4230	334	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-4230	334	5	1	1	NUM
fis-4230	334	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-4230	334	7	1.50000	1.50000	NUM
fis-4230	334	8	/encodecolorimages	/encodecolorimage	NOUN
fis-4230	334	9	true	true	ADJ
fis-4230	334	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-4230	334	11	/dctencode	/dctencode	PUNCT
fis-4230	335	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-4230	335	2	true	true	ADJ
fis-4230	335	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-4230	335	4	/jpeg	/jpeg	PUNCT
fis-4230	335	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-4230	336	1	<	<	X
fis-4230	336	2	<	<	X
fis-4230	336	3	/qfactor	/qfactor	NOUN
fis-4230	336	4	0.15	0.15	NUM
fis-4230	336	5	/hsamples	/hsample	NOUN
fis-4230	337	1	[	[	X
fis-4230	337	2	1	1	NUM
fis-4230	337	3	1	1	NUM
fis-4230	337	4	1	1	NUM
fis-4230	337	5	1	1	NUM
fis-4230	337	6	]	]	PUNCT
fis-4230	337	7	/vsamples	/vsample	NOUN
fis-4230	338	1	[	[	X
fis-4230	338	2	1	1	NUM
fis-4230	338	3	1	1	NUM
fis-4230	338	4	1	1	NUM
fis-4230	338	5	1	1	NUM
fis-4230	338	6	]	]	PUNCT
fis-4230	338	7	>	>	PUNCT
fis-4230	338	8	>	>	X
fis-4230	338	9	/colorimagedict	/colorimagedict	PUNCT
fis-4230	339	1	<	<	X
fis-4230	339	2	<	<	X
fis-4230	339	3	/qfactor	/qfactor	NOUN
fis-4230	339	4	0.15	0.15	NUM
fis-4230	339	5	/hsamples	/hsample	NOUN
fis-4230	340	1	[	[	X
fis-4230	340	2	1	1	NUM
fis-4230	340	3	1	1	NUM
fis-4230	340	4	1	1	NUM
fis-4230	340	5	1	1	NUM
fis-4230	340	6	]	]	PUNCT
fis-4230	340	7	/vsamples	/vsample	NOUN
fis-4230	341	1	[	[	X
fis-4230	341	2	1	1	NUM
fis-4230	341	3	1	1	NUM
fis-4230	341	4	1	1	NUM
fis-4230	341	5	1	1	NUM
fis-4230	341	6	]	]	PUNCT
fis-4230	341	7	>	>	PUNCT
fis-4230	341	8	>	>	X
fis-4230	341	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-4230	342	1	<	<	X
fis-4230	342	2	<	<	X
fis-4230	342	3	/tilewidth	/tilewidth	PUNCT
fis-4230	342	4	256	256	NUM
fis-4230	342	5	/tileheight	/tileheight	NUM
fis-4230	342	6	256	256	NUM
fis-4230	342	7	/quality	/quality	NOUN
fis-4230	342	8	30	30	NUM
fis-4230	342	9	>	>	PUNCT
fis-4230	342	10	>	>	X
fis-4230	342	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-4230	342	12	<	<	X
fis-4230	342	13	<	<	X
fis-4230	342	14	/tilewidth	/tilewidth	PUNCT
fis-4230	342	15	256	256	NUM
fis-4230	342	16	/tileheight	/tileheight	NUM
fis-4230	342	17	256	256	NUM
fis-4230	342	18	/quality	/quality	NOUN
fis-4230	342	19	30	30	NUM
fis-4230	342	20	>	>	PUNCT
fis-4230	342	21	>	>	X
fis-4230	342	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-4230	342	23	false	false	ADJ
fis-4230	342	24	/cropgrayimages	/cropgrayimage	NOUN
fis-4230	342	25	true	true	ADJ
fis-4230	342	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-4230	342	27	300	300	NUM
fis-4230	342	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-4230	342	29	/ok	/ok	ADJ
fis-4230	342	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-4230	343	1	true	true	ADJ
fis-4230	343	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-4230	343	3	/bicubic	/bicubic	NOUN
fis-4230	343	4	/grayimageresolution	/grayimageresolution	NOUN
fis-4230	343	5	300	300	NUM
fis-4230	343	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-4230	343	7	-1	-1	PUNCT
fis-4230	343	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-4230	344	1	2	2	NUM
fis-4230	344	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-4230	344	3	1.50000	1.50000	NUM
fis-4230	344	4	/encodegrayimages	/encodegrayimage	NOUN
fis-4230	344	5	true	true	ADJ
fis-4230	344	6	/grayimagefilter	/grayimagefilter	NOUN
fis-4230	344	7	/dctencode	/dctencode	PUNCT
fis-4230	345	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-4230	345	2	true	true	ADJ
fis-4230	345	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-4230	345	4	/jpeg	/jpeg	PUNCT
fis-4230	345	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-4230	346	1	<	<	X
fis-4230	346	2	<	<	X
fis-4230	346	3	/qfactor	/qfactor	NOUN
fis-4230	346	4	0.15	0.15	NUM
fis-4230	346	5	/hsamples	/hsample	NOUN
fis-4230	347	1	[	[	X
fis-4230	347	2	1	1	NUM
fis-4230	347	3	1	1	NUM
fis-4230	347	4	1	1	NUM
fis-4230	347	5	1	1	NUM
fis-4230	347	6	]	]	PUNCT
fis-4230	347	7	/vsamples	/vsample	NOUN
fis-4230	348	1	[	[	X
fis-4230	348	2	1	1	NUM
fis-4230	348	3	1	1	NUM
fis-4230	348	4	1	1	NUM
fis-4230	348	5	1	1	NUM
fis-4230	348	6	]	]	PUNCT
fis-4230	348	7	>	>	PUNCT
fis-4230	348	8	>	>	X
fis-4230	348	9	/grayimagedict	/grayimagedict	PUNCT
fis-4230	349	1	<	<	X
fis-4230	349	2	<	<	X
fis-4230	349	3	/qfactor	/qfactor	NOUN
fis-4230	349	4	0.15	0.15	NUM
fis-4230	349	5	/hsamples	/hsample	NOUN
fis-4230	350	1	[	[	X
fis-4230	350	2	1	1	NUM
fis-4230	350	3	1	1	NUM
fis-4230	350	4	1	1	NUM
fis-4230	350	5	1	1	NUM
fis-4230	350	6	]	]	PUNCT
fis-4230	350	7	/vsamples	/vsample	NOUN
fis-4230	351	1	[	[	X
fis-4230	351	2	1	1	NUM
fis-4230	351	3	1	1	NUM
fis-4230	351	4	1	1	NUM
fis-4230	351	5	1	1	NUM
fis-4230	351	6	]	]	PUNCT
fis-4230	351	7	>	>	X
fis-4230	351	8	>	>	X
fis-4230	351	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-4230	352	1	<	<	X
fis-4230	352	2	<	<	X
fis-4230	352	3	/tilewidth	/tilewidth	PUNCT
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fis-4230	352	5	/tileheight	/tileheight	NUM
fis-4230	352	6	256	256	NUM
fis-4230	352	7	/quality	/quality	NOUN
fis-4230	352	8	30	30	NUM
fis-4230	352	9	>	>	PUNCT
fis-4230	352	10	>	>	X
fis-4230	352	11	/jpeg2000grayimagedict	/jpeg2000grayimagedict	PUNCT
fis-4230	352	12	<	<	X
fis-4230	352	13	<	<	X
fis-4230	352	14	/tilewidth	/tilewidth	PUNCT
fis-4230	352	15	256	256	NUM
fis-4230	352	16	/tileheight	/tileheight	NUM
fis-4230	352	17	256	256	NUM
fis-4230	352	18	/quality	/quality	NOUN
fis-4230	352	19	30	30	NUM
fis-4230	352	20	>	>	PUNCT
fis-4230	352	21	>	>	X
fis-4230	352	22	/antialiasmonoimages	/antialiasmonoimage	NOUN
fis-4230	352	23	false	false	ADJ
fis-4230	352	24	/cropmonoimages	/cropmonoimage	NOUN
fis-4230	352	25	true	true	ADJ
fis-4230	352	26	/monoimageminresolution	/monoimageminresolution	NUM
fis-4230	352	27	1200	1200	NUM
fis-4230	352	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-4230	353	1	/ok	/ok	PROPN
fis-4230	353	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-4230	354	1	true	true	ADJ
fis-4230	354	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-4230	354	3	/bicubic	/bicubic	NOUN
fis-4230	354	4	/monoimageresolution	/monoimageresolution	NOUN
fis-4230	354	5	1200	1200	NUM
fis-4230	354	6	/monoimagedepth	/monoimagedepth	PRON
fis-4230	354	7	-1	-1	PUNCT
fis-4230	355	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-4230	355	2	1.50000	1.50000	NUM
fis-4230	355	3	/encodemonoimages	/encodemonoimage	NOUN
fis-4230	355	4	true	true	ADJ
fis-4230	355	5	/monoimagefilter	/monoimagefilter	ADP
fis-4230	355	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-4230	355	7	/monoimagedict	/monoimagedict	PUNCT
fis-4230	356	1	<	<	X
fis-4230	356	2	<	<	X
fis-4230	356	3	/k	/k	PUNCT
fis-4230	356	4	-1	-1	INTJ
fis-4230	356	5	>	>	PUNCT
fis-4230	356	6	>	>	X
fis-4230	356	7	/allowpsxobjects	/allowpsxobjects	PROPN
fis-4230	356	8	false	false	ADJ
fis-4230	356	9	/checkcompliance	/checkcompliance	NOUN
fis-4230	356	10	[	[	PUNCT
fis-4230	356	11	/none	/none	X
fis-4230	356	12	]	]	PUNCT
fis-4230	356	13	/pdfx1acheck	/pdfx1acheck	PUNCT
fis-4230	356	14	false	false	ADJ
fis-4230	356	15	/pdfx3check	/pdfx3check	PUNCT
fis-4230	356	16	false	false	ADJ
fis-4230	356	17	/pdfxcompliantpdfonly	/pdfxcompliantpdfonly	ADV
fis-4230	356	18	false	false	ADJ
fis-4230	356	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
fis-4230	356	20	true	true	ADJ
fis-4230	356	21	/pdfxtrimboxtomediaboxoffset	/pdfxtrimboxtomediaboxoffset	NOUN
fis-4230	356	22	[	[	PUNCT
fis-4230	356	23	0.00000	0.00000	NUM
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fis-4230	356	28	/pdfxsetbleedboxtomediabox	/pdfxsetbleedboxtomediabox	PUNCT
fis-4230	357	1	true	true	ADJ
fis-4230	357	2	/pdfxbleedboxtotrimboxoffset	/pdfxbleedboxtotrimboxoffset	PUNCT
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fis-4230	357	4	0.00000	0.00000	NUM
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fis-4230	357	8	]	]	PUNCT
fis-4230	357	9	/pdfxoutputintentprofile	/pdfxoutputintentprofile	PUNCT
fis-4230	358	1	(	(	PUNCT
fis-4230	358	2	)	)	PUNCT
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fis-4230	358	4	(	(	PUNCT
fis-4230	358	5	)	)	PUNCT
fis-4230	358	6	/pdfxoutputcondition	/pdfxoutputcondition	PRON
fis-4230	358	7	(	(	PUNCT
fis-4230	358	8	)	)	PUNCT
fis-4230	358	9	/pdfxregistryname	/pdfxregistryname	PUNCT
fis-4230	358	10	(	(	PUNCT
fis-4230	358	11	)	)	PUNCT
fis-4230	358	12	/pdfxtrapped	/pdfxtrapped	PUNCT
fis-4230	358	13	/false	/false	INTJ
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fis-4230	360	6	>	>	X
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fis-4230	368	11	>	>	X
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fis-4230	378	3	>	>	X
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fis-4230	379	2	gebruik	gebruik	NOUN
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fis-4230	383	16	/sky	/sky	PUNCT
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fis-4230	384	7	>	>	X
fis-4230	384	8	/suo	/suo	PROPN
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fis-4230	385	3	>	>	X
fis-4230	385	4	/sve	/sve	PROPN
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fis-4230	385	7	>	>	X
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fis-4230	385	15	>	>	X
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fis-4230	386	4	can	can	AUX
fis-4230	386	5	be	be	AUX
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fis-4230	386	8	acrobat	acrobat	PROPN
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fis-4230	386	10	adobe	adobe	PROPN
fis-4230	386	11	reader	reader	PROPN
fis-4230	386	12	5.0	5.0	NUM
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fis-4230	386	14	later	later	ADV
fis-4230	386	15	.	.	PUNCT
fis-4230	386	16	)	)	PUNCT
fis-4230	387	1	>	>	PUNCT
fis-4230	387	2	>	>	X
fis-4230	387	3	/namespace	/namespace	PUNCT
fis-4230	388	1	[	[	PUNCT
fis-4230	388	2	(	(	PUNCT
fis-4230	388	3	adobe	adobe	PROPN
fis-4230	388	4	)	)	PUNCT
fis-4230	388	5	(	(	PUNCT
fis-4230	388	6	common	common	ADJ
fis-4230	388	7	)	)	PUNCT
fis-4230	388	8	(	(	PUNCT
fis-4230	388	9	1.0	1.0	NUM
fis-4230	388	10	)	)	PUNCT
fis-4230	388	11	]	]	PUNCT
fis-4230	389	1	/othernamespaces	/othernamespace	VERB
fis-4230	389	2	[	[	PUNCT
fis-4230	389	3	<	<	X
fis-4230	389	4	<	<	X
fis-4230	389	5	/asreaderspreads	/asreaderspreads	X
fis-4230	389	6	false	false	ADJ
fis-4230	389	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-4230	389	8	true	true	ADJ
fis-4230	389	9	/errorcontrol	/errorcontrol	NOUN
fis-4230	390	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-4230	390	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-4230	390	3	false	false	ADJ
fis-4230	390	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-4230	390	5	false	false	ADJ
fis-4230	390	6	/includenonprinting	/includenonprinting	NOUN
fis-4230	390	7	false	false	ADJ
fis-4230	390	8	/includeslug	/includeslug	INTJ
fis-4230	390	9	false	false	ADJ
fis-4230	390	10	/namespace	/namespace	NOUN
fis-4230	391	1	[	[	PUNCT
fis-4230	391	2	(	(	PUNCT
fis-4230	391	3	adobe	adobe	PROPN
fis-4230	391	4	)	)	PUNCT
fis-4230	391	5	(	(	PUNCT
fis-4230	391	6	indesign	indesign	NOUN
fis-4230	391	7	)	)	PUNCT
fis-4230	391	8	(	(	PUNCT
fis-4230	391	9	4.0	4.0	NUM
fis-4230	391	10	)	)	PUNCT
fis-4230	391	11	]	]	PUNCT
fis-4230	391	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-4230	392	1	false	false	ADJ
fis-4230	392	2	/omitplacedeps	/omitplacedeps	INTJ
fis-4230	392	3	false	false	ADJ
fis-4230	392	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-4230	392	5	false	false	ADJ
fis-4230	392	6	/simulateoverprint	/simulateoverprint	NOUN
fis-4230	392	7	/legacy	/legacy	PUNCT
fis-4230	393	1	>	>	PUNCT
fis-4230	393	2	>	>	X
fis-4230	394	1	<	<	X
fis-4230	394	2	<	<	X
fis-4230	394	3	/addbleedmarks	/addbleedmarks	X
fis-4230	394	4	false	false	ADJ
fis-4230	394	5	/addcolorbars	/addcolorbars	INTJ
fis-4230	394	6	false	false	ADJ
fis-4230	394	7	/addcropmarks	/addcropmarks	PUNCT
fis-4230	394	8	false	false	ADJ
fis-4230	394	9	/addpageinfo	/addpageinfo	INTJ
fis-4230	394	10	false	false	ADJ
fis-4230	394	11	/addregmarks	/addregmark	NOUN
fis-4230	394	12	false	false	ADJ
fis-4230	394	13	/convertcolors	/convertcolor	NOUN
fis-4230	394	14	/converttocmyk	/converttocmyk	INTJ
fis-4230	394	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-4230	394	16	(	(	PUNCT
fis-4230	394	17	)	)	PUNCT
fis-4230	394	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-4230	394	19	/documentcmyk	/documentcmyk	PUNCT
fis-4230	394	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-4230	394	21	true	true	ADJ
fis-4230	394	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-4230	395	1	<	<	X
fis-4230	395	2	<	<	X
fis-4230	395	3	/presetselector	/presetselector	X
fis-4230	395	4	/mediumresolution	/mediumresolution	NOUN
fis-4230	395	5	>	>	PUNCT
fis-4230	395	6	>	>	X
fis-4230	395	7	/formelements	/formelement	NOUN
fis-4230	396	1	false	false	ADJ
fis-4230	396	2	/generatestructure	/generatestructure	PUNCT
fis-4230	396	3	false	false	ADJ
fis-4230	396	4	/includebookmarks	/includebookmark	NOUN
fis-4230	396	5	false	false	ADJ
fis-4230	396	6	/includehyperlinks	/includehyperlinks	INTJ
fis-4230	396	7	false	false	ADJ
fis-4230	396	8	/includeinteractive	/includeinteractive	ADJ
fis-4230	396	9	false	false	ADJ
fis-4230	396	10	/includelayers	/includelayer	NOUN
fis-4230	396	11	false	false	ADJ
fis-4230	396	12	/includeprofiles	/includeprofiles	INTJ
fis-4230	396	13	false	false	ADJ
fis-4230	396	14	/multimediahandling	/multimediahandling	NOUN
fis-4230	397	1	/useobjectsettings	/useobjectsettings	PRON
fis-4230	398	1	/namespace	/namespace	PUNCT
fis-4230	399	1	[	[	PUNCT
fis-4230	399	2	(	(	PUNCT
fis-4230	399	3	adobe	adobe	PROPN
fis-4230	399	4	)	)	PUNCT
fis-4230	399	5	(	(	PUNCT
fis-4230	399	6	creativesuite	creativesuite	NOUN
fis-4230	399	7	)	)	PUNCT
fis-4230	399	8	(	(	PUNCT
fis-4230	399	9	2.0	2.0	NUM
fis-4230	399	10	)	)	PUNCT
fis-4230	399	11	]	]	PUNCT
fis-4230	400	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-4230	400	2	/documentcmyk	/documentcmyk	PUNCT
fis-4230	401	1	/preserveediting	/preserveedite	VERB
fis-4230	401	2	true	true	ADJ
fis-4230	401	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-4230	401	4	/leaveuntagged	/leaveuntagge	VERB
fis-4230	401	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-4230	401	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-4230	401	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-4230	402	1	false	false	ADJ
fis-4230	402	2	>	>	PUNCT
fis-4230	402	3	>	>	X
fis-4230	402	4	]	]	PUNCT
fis-4230	402	5	>	>	PUNCT
fis-4230	402	6	>	>	X
fis-4230	402	7	setdistillerparams	setdistillerparam	NOUN
fis-4230	403	1	<	<	X
fis-4230	403	2	<	<	X
fis-4230	403	3	/hwresolution	/hwresolution	NOUN
fis-4230	404	1	[	[	X
fis-4230	404	2	2400	2400	NUM
fis-4230	404	3	2400	2400	NUM
fis-4230	404	4	]	]	PUNCT
fis-4230	404	5	/pagesize	/pagesize	X
fis-4230	405	1	[	[	X
fis-4230	405	2	612.000	612.000	NUM
fis-4230	405	3	792.000	792.000	NUM
fis-4230	405	4	]	]	PUNCT
fis-4230	405	5	>	>	PUNCT
fis-4230	405	6	>	>	X
fis-4230	405	7	setpagedevice	setpagedevice	PROPN