id	sid	tid	token	lemma	pos
fis-4119	1	1	microsoft	microsoft	PROPN
fis-4119	1	2	word	word	NOUN
fis-4119	2	1	numero_66_art_01_4119.docx	numero_66_art_01_4119.docx	PROPN
fis-4119	2	2	m.	m.	NOUN
fis-4119	2	3	zaglal	zaglal	X
fis-4119	2	4	et	et	PROPN
fis-4119	2	5	alii	alii	PROPN
fis-4119	2	6	,	,	PUNCT
fis-4119	2	7	frattura	frattura	PROPN
fis-4119	2	8	ed	ed	PROPN
fis-4119	2	9	integrità	integrità	PROPN
fis-4119	2	10	strutturale	strutturale	PROPN
fis-4119	2	11	,	,	PUNCT
fis-4119	2	12	66	66	NUM
fis-4119	2	13	(	(	PUNCT
fis-4119	2	14	2023	2023	NUM
fis-4119	2	15	)	)	PUNCT
fis-4119	2	16	1	1	NUM
fis-4119	2	17	-	-	SYM
fis-4119	2	18	16	16	NUM
fis-4119	2	19	;	;	PUNCT
fis-4119	2	20	doi	doi	NOUN
fis-4119	2	21	:	:	PUNCT
fis-4119	2	22	10.3221	10.3221	NUM
fis-4119	2	23	/	/	SYM
fis-4119	2	24	igf	igf	PROPN
fis-4119	2	25	-	-	ADJ
fis-4119	2	26	esis.66.01	esis.66.01	ADJ
fis-4119	2	27	1	1	NUM
fis-4119	2	28	experimental	experimental	ADJ
fis-4119	2	29	and	and	CCONJ
fis-4119	2	30	numerical	numerical	ADJ
fis-4119	2	31	investigations	investigation	NOUN
fis-4119	2	32	of	of	ADP
fis-4119	2	33	cfrp	cfrp	NOUN
fis-4119	2	34	reinforced	reinforce	VERB
fis-4119	2	35	masonry	masonry	NOUN
fis-4119	2	36	beams	beam	VERB
fis-4119	2	37	performance	performance	NOUN
fis-4119	2	38	under	under	ADP
fis-4119	2	39	bending	bend	VERB
fis-4119	2	40	loads	load	NOUN
fis-4119	2	41	mahmoud	mahmoud	PROPN
fis-4119	2	42	zaghlal	zaghlal	PROPN
fis-4119	2	43	zagazig	zagazig	PROPN
fis-4119	2	44	university	university	PROPN
fis-4119	2	45	,	,	PUNCT
fis-4119	2	46	egypt	egypt	PROPN
fis-4119	2	47	eng_m_z@yahoo.com	eng_m_z@yahoo.com	PROPN
fis-4119	2	48	,	,	PUNCT
fis-4119	2	49	http://orcid.org/0000-0001-2345-6789	http://orcid.org/0000-0001-2345-6789	ADV
fis-4119	2	50	alaa	alaa	PROPN
fis-4119	2	51	el	el	PROPN
fis-4119	2	52	-	-	PUNCT
fis-4119	2	53	sisi	sisi	PROPN
fis-4119	2	54	southern	southern	PROPN
fis-4119	2	55	illinois	illinois	PROPN
fis-4119	2	56	university	university	PROPN
fis-4119	2	57	edwardsville	edwardsville	PROPN
fis-4119	2	58	,	,	PUNCT
fis-4119	2	59	usa	usa	PROPN
fis-4119	2	60	;	;	PUNCT
fis-4119	2	61	on	on	ADP
fis-4119	2	62	research	research	NOUN
fis-4119	2	63	leave	leave	NOUN
fis-4119	2	64	from	from	ADP
fis-4119	2	65	zagazig	zagazig	PROPN
fis-4119	2	66	university	university	PROPN
fis-4119	2	67	,	,	PUNCT
fis-4119	2	68	egypt	egypt	PROPN
fis-4119	2	69	aelsisi@siue.edu	aelsisi@siue.edu	PROPN
fis-4119	2	70	,	,	PUNCT
fis-4119	2	71	http://orcid.org/0000-0002-2345-6790	http://orcid.org/0000-0002-2345-6790	PROPN
fis-4119	2	72	mohamed	mohamed	PROPN
fis-4119	2	73	husain	husain	PROPN
fis-4119	2	74	,	,	PUNCT
fis-4119	2	75	samar	samar	PROPN
fis-4119	2	76	samy	samy	PROPN
fis-4119	2	77	zagazig	zagazig	PROPN
fis-4119	2	78	university	university	PROPN
fis-4119	2	79	,	,	PUNCT
fis-4119	2	80	egypt	egypt	PROPN
fis-4119	2	81	mo_husain2000@yahoo.com	mo_husain2000@yahoo.com	PROPN
fis-4119	2	82	,	,	PUNCT
fis-4119	2	83	http://orcid.org/0000-0002-2345-6791	http://orcid.org/0000-0002-2345-6791	PROPN
fis-4119	2	84	samarsamy77777@gmail.com	samarsamy77777@gmail.com	NUM
fis-4119	2	85	,	,	PUNCT
fis-4119	2	86	http://orcid.org/0000-0003-2345-6792	http://orcid.org/0000-0003-2345-6792	NOUN
fis-4119	2	87	abstract	abstract	NOUN
fis-4119	2	88	.	.	PUNCT
fis-4119	3	1	in	in	ADP
fis-4119	3	2	this	this	DET
fis-4119	3	3	paper	paper	NOUN
fis-4119	3	4	,	,	PUNCT
fis-4119	3	5	an	an	DET
fis-4119	3	6	experimental	experimental	ADJ
fis-4119	3	7	and	and	CCONJ
fis-4119	3	8	numerical	numerical	ADJ
fis-4119	3	9	study	study	NOUN
fis-4119	3	10	was	be	AUX
fis-4119	3	11	achieved	achieve	VERB
fis-4119	3	12	to	to	PART
fis-4119	3	13	investigate	investigate	VERB
fis-4119	3	14	the	the	DET
fis-4119	3	15	behavior	behavior	NOUN
fis-4119	3	16	of	of	ADP
fis-4119	3	17	masonry	masonry	NOUN
fis-4119	3	18	beams	beam	NOUN
fis-4119	3	19	internally	internally	ADV
fis-4119	3	20	reinforced	reinforce	VERB
fis-4119	3	21	using	use	VERB
fis-4119	3	22	carbon	carbon	NOUN
fis-4119	3	23	fiber	fiber	NOUN
fis-4119	3	24	-	-	PUNCT
fis-4119	3	25	reinforced	reinforce	VERB
fis-4119	3	26	polymer	polymer	NOUN
fis-4119	3	27	(	(	PUNCT
fis-4119	3	28	cfrp	cfrp	NOUN
fis-4119	3	29	)	)	PUNCT
fis-4119	3	30	and	and	CCONJ
fis-4119	3	31	hybrid	hybrid	ADJ
fis-4119	3	32	steel	steel	NOUN
fis-4119	3	33	/	/	SYM
fis-4119	3	34	cfrp	cfrp	NOUN
fis-4119	3	35	reinforcements	reinforcement	NOUN
fis-4119	3	36	.	.	PUNCT
fis-4119	4	1	three	three	NUM
fis-4119	4	2	beams	beam	NOUN
fis-4119	4	3	were	be	AUX
fis-4119	4	4	built	build	VERB
fis-4119	4	5	using	use	VERB
fis-4119	4	6	concrete	concrete	ADJ
fis-4119	4	7	bricks	brick	NOUN
fis-4119	4	8	and	and	CCONJ
fis-4119	4	9	grout	grout	NOUN
fis-4119	4	10	mortar	mortar	NOUN
fis-4119	4	11	.	.	PUNCT
fis-4119	5	1	the	the	DET
fis-4119	5	2	brick	brick	NOUN
fis-4119	5	3	was	be	AUX
fis-4119	5	4	designed	design	VERB
fis-4119	5	5	with	with	ADP
fis-4119	5	6	two	two	NUM
fis-4119	5	7	holes	hole	NOUN
fis-4119	5	8	that	that	PRON
fis-4119	5	9	were	be	AUX
fis-4119	5	10	filled	fill	VERB
fis-4119	5	11	with	with	ADP
fis-4119	5	12	grout	grout	NOUN
fis-4119	5	13	before	before	ADP
fis-4119	5	14	placing	place	VERB
fis-4119	5	15	the	the	DET
fis-4119	5	16	rebar	rebar	NOUN
fis-4119	5	17	inside	inside	ADV
fis-4119	5	18	.	.	PUNCT
fis-4119	6	1	one	one	NUM
fis-4119	6	2	beam	beam	NOUN
fis-4119	6	3	was	be	AUX
fis-4119	6	4	built	build	VERB
fis-4119	6	5	without	without	ADP
fis-4119	6	6	shear	shear	NOUN
fis-4119	6	7	reinforcement	reinforcement	NOUN
fis-4119	6	8	,	,	PUNCT
fis-4119	6	9	and	and	CCONJ
fis-4119	6	10	the	the	DET
fis-4119	6	11	other	other	ADJ
fis-4119	6	12	two	two	NUM
fis-4119	6	13	were	be	AUX
fis-4119	6	14	with	with	ADP
fis-4119	6	15	shear	shear	NOUN
fis-4119	6	16	reinforcement	reinforcement	NOUN
fis-4119	6	17	.	.	PUNCT
fis-4119	7	1	material	material	NOUN
fis-4119	7	2	characterization	characterization	NOUN
fis-4119	7	3	tests	test	NOUN
fis-4119	7	4	were	be	AUX
fis-4119	7	5	performed	perform	VERB
fis-4119	7	6	to	to	PART
fis-4119	7	7	evaluate	evaluate	VERB
fis-4119	7	8	the	the	DET
fis-4119	7	9	compressive	compressive	ADJ
fis-4119	7	10	strength	strength	NOUN
fis-4119	7	11	of	of	ADP
fis-4119	7	12	the	the	DET
fis-4119	7	13	brick	brick	NOUN
fis-4119	7	14	and	and	CCONJ
fis-4119	7	15	the	the	DET
fis-4119	7	16	masonry	masonry	NOUN
fis-4119	7	17	cube	cube	NOUN
fis-4119	7	18	and	and	CCONJ
fis-4119	7	19	the	the	DET
fis-4119	7	20	flexural	flexural	ADJ
fis-4119	7	21	strength	strength	NOUN
fis-4119	7	22	of	of	ADP
fis-4119	7	23	the	the	DET
fis-4119	7	24	masonry	masonry	NOUN
fis-4119	7	25	prism	prism	NOUN
fis-4119	7	26	.	.	PUNCT
fis-4119	8	1	the	the	DET
fis-4119	8	2	masonry	masonry	NOUN
fis-4119	8	3	cubes	cube	NOUN
fis-4119	8	4	were	be	AUX
fis-4119	8	5	prepared	prepare	VERB
fis-4119	8	6	and	and	CCONJ
fis-4119	8	7	tested	test	VERB
fis-4119	8	8	to	to	PART
fis-4119	8	9	evaluate	evaluate	VERB
fis-4119	8	10	their	their	PRON
fis-4119	8	11	equivalent	equivalent	ADJ
fis-4119	8	12	mechanical	mechanical	ADJ
fis-4119	8	13	properties	property	NOUN
fis-4119	8	14	.	.	PUNCT
fis-4119	9	1	the	the	DET
fis-4119	9	2	beams	beam	NOUN
fis-4119	9	3	were	be	AUX
fis-4119	9	4	tested	test	VERB
fis-4119	9	5	in	in	ADP
fis-4119	9	6	three	three	NUM
fis-4119	9	7	-	-	PUNCT
fis-4119	9	8	point	point	NOUN
fis-4119	9	9	bending	bending	NOUN
fis-4119	9	10	with	with	ADP
fis-4119	9	11	an	an	DET
fis-4119	9	12	effective	effective	ADJ
fis-4119	9	13	simply	simply	ADV
fis-4119	9	14	supported	support	VERB
fis-4119	9	15	span	span	NOUN
fis-4119	9	16	of	of	ADP
fis-4119	9	17	840	840	NUM
fis-4119	9	18	mm	mm	NOUN
fis-4119	9	19	where	where	SCONJ
fis-4119	9	20	the	the	DET
fis-4119	9	21	load	load	NOUN
fis-4119	9	22	deformations	deformation	NOUN
fis-4119	9	23	and	and	CCONJ
fis-4119	9	24	failure	failure	NOUN
fis-4119	9	25	loads	load	NOUN
fis-4119	9	26	were	be	AUX
fis-4119	9	27	monitored	monitor	VERB
fis-4119	9	28	.	.	PUNCT
fis-4119	10	1	finite	finite	PROPN
fis-4119	10	2	element	element	NOUN
fis-4119	10	3	models	model	NOUN
fis-4119	10	4	were	be	AUX
fis-4119	10	5	built	build	VERB
fis-4119	10	6	using	use	VERB
fis-4119	10	7	ansys	ansys	PROPN
fis-4119	10	8	and	and	CCONJ
fis-4119	10	9	validated	validate	VERB
fis-4119	10	10	with	with	ADP
fis-4119	10	11	experimental	experimental	ADJ
fis-4119	10	12	results	result	NOUN
fis-4119	10	13	.	.	PUNCT
fis-4119	11	1	additional	additional	ADJ
fis-4119	11	2	beam	beam	NOUN
fis-4119	11	3	models	model	NOUN
fis-4119	11	4	were	be	AUX
fis-4119	11	5	analyzed	analyze	VERB
fis-4119	11	6	to	to	PART
fis-4119	11	7	study	study	VERB
fis-4119	11	8	the	the	DET
fis-4119	11	9	effect	effect	NOUN
fis-4119	11	10	of	of	ADP
fis-4119	11	11	shear	shear	NOUN
fis-4119	11	12	reinforcement	reinforcement	NOUN
fis-4119	11	13	spacing	spacing	NOUN
fis-4119	11	14	from	from	ADP
fis-4119	11	15	0.78d	0.78d	PROPN
fis-4119	11	16	to	to	ADP
fis-4119	11	17	0.39d	0.39d	PROPN
fis-4119	11	18	and	and	CCONJ
fis-4119	11	19	more	more	ADJ
fis-4119	11	20	hybrid	hybrid	ADJ
fis-4119	11	21	reinforcement	reinforcement	NOUN
fis-4119	11	22	configurations	configuration	NOUN
fis-4119	11	23	.	.	PUNCT
fis-4119	12	1	results	result	NOUN
fis-4119	12	2	showed	show	VERB
fis-4119	12	3	that	that	SCONJ
fis-4119	12	4	using	use	VERB
fis-4119	12	5	equivalent	equivalent	ADJ
fis-4119	12	6	material	material	NOUN
fis-4119	12	7	properties	property	NOUN
fis-4119	12	8	in	in	ADP
fis-4119	12	9	numerical	numerical	ADJ
fis-4119	12	10	modeling	modeling	NOUN
fis-4119	12	11	instead	instead	ADV
fis-4119	12	12	of	of	ADP
fis-4119	12	13	modeling	model	VERB
fis-4119	12	14	bricks	brick	NOUN
fis-4119	12	15	and	and	CCONJ
fis-4119	12	16	mortar	mortar	NOUN
fis-4119	12	17	was	be	AUX
fis-4119	12	18	acceptable	acceptable	ADJ
fis-4119	12	19	.	.	PUNCT
fis-4119	13	1	in	in	ADP
fis-4119	13	2	addition	addition	NOUN
fis-4119	13	3	,	,	PUNCT
fis-4119	13	4	using	use	VERB
fis-4119	13	5	shear	shear	NOUN
fis-4119	13	6	reinforcement	reinforcement	NOUN
fis-4119	13	7	with	with	ADP
fis-4119	13	8	a	a	DET
fis-4119	13	9	spacing	spacing	NOUN
fis-4119	13	10	of	of	ADP
fis-4119	13	11	0.78	0.78	NUM
fis-4119	13	12	d	d	NOUN
fis-4119	13	13	did	do	AUX
fis-4119	13	14	n't	not	PART
fis-4119	13	15	enhance	enhance	VERB
fis-4119	13	16	the	the	DET
fis-4119	13	17	shear	shear	NOUN
fis-4119	13	18	behavior	behavior	NOUN
fis-4119	13	19	of	of	ADP
fis-4119	13	20	the	the	DET
fis-4119	13	21	spacing	spacing	NOUN
fis-4119	13	22	.	.	PUNCT
fis-4119	14	1	finally	finally	ADV
fis-4119	14	2	,	,	PUNCT
fis-4119	14	3	the	the	DET
fis-4119	14	4	hybrid	hybrid	ADJ
fis-4119	14	5	steel	steel	NOUN
fis-4119	14	6	/	/	SYM
fis-4119	14	7	cfrp	cfrp	NOUN
fis-4119	14	8	-	-	PUNCT
fis-4119	14	9	reinforced	reinforce	VERB
fis-4119	14	10	beam	beam	NOUN
fis-4119	14	11	with	with	ADP
fis-4119	14	12	shear	shear	NOUN
fis-4119	14	13	citation	citation	NOUN
fis-4119	14	14	:	:	PUNCT
fis-4119	14	15	zaghlal	zaghlal	NOUN
fis-4119	14	16	,	,	PUNCT
fis-4119	14	17	m.	m.	NOUN
fis-4119	14	18	,	,	PUNCT
fis-4119	14	19	el	el	PROPN
fis-4119	14	20	-	-	PUNCT
fis-4119	14	21	sisi	sisi	PROPN
fis-4119	14	22	,	,	PUNCT
fis-4119	14	23	a.	a.	NOUN
fis-4119	14	24	,	,	PUNCT
fis-4119	14	25	husain	husain	PROPN
fis-4119	14	26	,	,	PUNCT
fis-4119	14	27	m.	m.	NOUN
fis-4119	14	28	,	,	PUNCT
fis-4119	14	29	samy	samy	PROPN
fis-4119	14	30	,	,	PUNCT
fis-4119	14	31	s.	s.	PROPN
fis-4119	14	32	,	,	PUNCT
fis-4119	14	33	experimental	experimental	ADJ
fis-4119	14	34	and	and	CCONJ
fis-4119	14	35	numerical	numerical	ADJ
fis-4119	14	36	investigations	investigation	NOUN
fis-4119	14	37	of	of	ADP
fis-4119	14	38	cfrp	cfrp	NOUN
fis-4119	14	39	reinforced	reinforce	VERB
fis-4119	14	40	masonry	masonry	NOUN
fis-4119	14	41	beams	beam	VERB
fis-4119	14	42	performance	performance	NOUN
fis-4119	14	43	under	under	ADP
fis-4119	14	44	bending	bend	VERB
fis-4119	14	45	loads	load	NOUN
fis-4119	14	46	,	,	PUNCT
fis-4119	14	47	66	66	NUM
fis-4119	14	48	(	(	PUNCT
fis-4119	14	49	2023	2023	NUM
fis-4119	14	50	)	)	PUNCT
fis-4119	14	51	1	1	NUM
fis-4119	14	52	-	-	SYM
fis-4119	14	53	16	16	NUM
fis-4119	14	54	.	.	PUNCT
fis-4119	14	55	received	receive	VERB
fis-4119	14	56	:	:	PUNCT
fis-4119	14	57	01.02.2023	01.02.2023	PROPN
fis-4119	14	58	accepted	accept	VERB
fis-4119	14	59	:	:	PUNCT
fis-4119	14	60	03.07.2023	03.07.2023	PROPN
fis-4119	14	61	online	online	ADV
fis-4119	14	62	first	first	ADV
fis-4119	14	63	:	:	PUNCT
fis-4119	14	64	09.07.2023	09.07.2023	NOUN
fis-4119	14	65	published	publish	VERB
fis-4119	14	66	:	:	PUNCT
fis-4119	14	67	01.10.2023	01.10.2023	NUM
fis-4119	14	68	copyright	copyright	NOUN
fis-4119	14	69	:	:	PUNCT
fis-4119	14	70	©	©	PROPN
fis-4119	14	71	2023	2023	NUM
fis-4119	14	72	this	this	PRON
fis-4119	14	73	is	be	AUX
fis-4119	14	74	an	an	DET
fis-4119	14	75	open	open	ADJ
fis-4119	14	76	access	access	NOUN
fis-4119	14	77	article	article	NOUN
fis-4119	14	78	under	under	ADP
fis-4119	14	79	the	the	DET
fis-4119	14	80	terms	term	NOUN
fis-4119	14	81	of	of	ADP
fis-4119	14	82	the	the	DET
fis-4119	14	83	cc	cc	NOUN
fis-4119	14	84	-	-	PUNCT
fis-4119	14	85	by	by	ADP
fis-4119	14	86	4.0	4.0	NUM
fis-4119	14	87	,	,	PUNCT
fis-4119	14	88	which	which	PRON
fis-4119	14	89	permits	permit	VERB
fis-4119	14	90	unrestricted	unrestricted	ADJ
fis-4119	14	91	use	use	NOUN
fis-4119	14	92	,	,	PUNCT
fis-4119	14	93	distribution	distribution	NOUN
fis-4119	14	94	,	,	PUNCT
fis-4119	14	95	and	and	CCONJ
fis-4119	14	96	reproduction	reproduction	NOUN
fis-4119	14	97	in	in	ADP
fis-4119	14	98	any	any	DET
fis-4119	14	99	medium	medium	NOUN
fis-4119	14	100	,	,	PUNCT
fis-4119	14	101	provided	provide	VERB
fis-4119	14	102	the	the	DET
fis-4119	14	103	original	original	ADJ
fis-4119	14	104	author	author	NOUN
fis-4119	14	105	and	and	CCONJ
fis-4119	14	106	source	source	NOUN
fis-4119	14	107	are	be	AUX
fis-4119	14	108	credited	credit	VERB
fis-4119	14	109	.	.	PUNCT
fis-4119	15	1	https://youtu.be/cg1n2cqlloc	https://youtu.be/cg1n2cqlloc	PROPN
fis-4119	15	2	m.	m.	PROPN
fis-4119	15	3	zaglal	zaglal	PROPN
fis-4119	15	4	et	et	PROPN
fis-4119	15	5	alii	alii	PROPN
fis-4119	15	6	,	,	PUNCT
fis-4119	15	7	frattura	frattura	PROPN
fis-4119	15	8	ed	ed	PROPN
fis-4119	15	9	integrità	integrità	PROPN
fis-4119	15	10	strutturale	strutturale	PROPN
fis-4119	15	11	,	,	PUNCT
fis-4119	15	12	66	66	NUM
fis-4119	15	13	(	(	PUNCT
fis-4119	15	14	2023	2023	NUM
fis-4119	15	15	)	)	PUNCT
fis-4119	15	16	1	1	NUM
fis-4119	15	17	-	-	SYM
fis-4119	15	18	16	16	NUM
fis-4119	15	19	;	;	PUNCT
fis-4119	15	20	doi	doi	NOUN
fis-4119	15	21	:	:	PUNCT
fis-4119	15	22	10.3221	10.3221	NUM
fis-4119	15	23	/	/	SYM
fis-4119	15	24	igf	igf	PROPN
fis-4119	15	25	-	-	ADJ
fis-4119	15	26	esis.66.01	esis.66.01	ADJ
fis-4119	15	27	2	2	NUM
fis-4119	15	28	reinforcement	reinforcement	NOUN
fis-4119	15	29	achieved	achieve	VERB
fis-4119	15	30	the	the	DET
fis-4119	15	31	highest	high	ADJ
fis-4119	15	32	capacity	capacity	NOUN
fis-4119	15	33	compared	compare	VERB
fis-4119	15	34	to	to	ADP
fis-4119	15	35	the	the	DET
fis-4119	15	36	two	two	NUM
fis-4119	15	37	other	other	ADJ
fis-4119	15	38	beams	beam	NOUN
fis-4119	15	39	.	.	PUNCT
fis-4119	16	1	keywords	keyword	NOUN
fis-4119	16	2	.	.	PUNCT
fis-4119	17	1	experimental	experimental	ADJ
fis-4119	17	2	,	,	PUNCT
fis-4119	17	3	ansys	ansys	PROPN
fis-4119	17	4	,	,	PUNCT
fis-4119	17	5	cfrp	cfrp	NOUN
fis-4119	17	6	,	,	PUNCT
fis-4119	17	7	hybrid	hybrid	ADJ
fis-4119	17	8	reinforcement	reinforcement	NOUN
fis-4119	17	9	,	,	PUNCT
fis-4119	17	10	static	static	ADJ
fis-4119	17	11	loading	loading	NOUN
fis-4119	17	12	,	,	PUNCT
fis-4119	17	13	masonry	masonry	NOUN
fis-4119	17	14	beams	beam	NOUN
fis-4119	17	15	.	.	PUNCT
fis-4119	18	1	introduction	introduction	NOUN
fis-4119	18	2	orrosion	orrosion	NOUN
fis-4119	18	3	is	be	AUX
fis-4119	18	4	a	a	DET
fis-4119	18	5	significant	significant	ADJ
fis-4119	18	6	hazard	hazard	NOUN
fis-4119	18	7	for	for	ADP
fis-4119	18	8	steel	steel	NOUN
fis-4119	18	9	-	-	PUNCT
fis-4119	18	10	reinforced	reinforce	VERB
fis-4119	18	11	concrete	concrete	ADJ
fis-4119	18	12	structures	structure	NOUN
fis-4119	18	13	,	,	PUNCT
fis-4119	18	14	being	be	AUX
fis-4119	18	15	responsible	responsible	ADJ
fis-4119	18	16	for	for	ADP
fis-4119	18	17	the	the	DET
fis-4119	18	18	deterioration	deterioration	NOUN
fis-4119	18	19	of	of	ADP
fis-4119	18	20	the	the	DET
fis-4119	18	21	physical	physical	ADJ
fis-4119	18	22	-	-	PUNCT
fis-4119	18	23	mechanical	mechanical	ADJ
fis-4119	18	24	properties	property	NOUN
fis-4119	18	25	of	of	ADP
fis-4119	18	26	the	the	DET
fis-4119	18	27	rebar	rebar	NOUN
fis-4119	18	28	,	,	PUNCT
fis-4119	18	29	particularly	particularly	ADV
fis-4119	18	30	in	in	ADP
fis-4119	18	31	marine	marine	ADJ
fis-4119	18	32	environments	environment	NOUN
fis-4119	18	33	.	.	PUNCT
fis-4119	19	1	aggressive	aggressive	ADJ
fis-4119	19	2	conditions	condition	NOUN
fis-4119	19	3	that	that	PRON
fis-4119	19	4	feature	feature	VERB
fis-4119	19	5	chlorides	chloride	NOUN
fis-4119	19	6	,	,	PUNCT
fis-4119	19	7	chemicals	chemical	NOUN
fis-4119	19	8	,	,	PUNCT
fis-4119	19	9	and	and	CCONJ
fis-4119	19	10	gases	gas	NOUN
fis-4119	19	11	can	can	AUX
fis-4119	19	12	lead	lead	VERB
fis-4119	19	13	to	to	ADP
fis-4119	19	14	severe	severe	ADJ
fis-4119	19	15	damage	damage	NOUN
fis-4119	19	16	to	to	ADP
fis-4119	19	17	metallic	metallic	ADJ
fis-4119	19	18	reinforcement	reinforcement	NOUN
fis-4119	19	19	.	.	PUNCT
fis-4119	20	1	to	to	PART
fis-4119	20	2	address	address	VERB
fis-4119	20	3	these	these	DET
fis-4119	20	4	issues	issue	NOUN
fis-4119	20	5	,	,	PUNCT
fis-4119	20	6	new	new	ADJ
fis-4119	20	7	techniques	technique	NOUN
fis-4119	20	8	have	have	AUX
fis-4119	20	9	emerged	emerge	VERB
fis-4119	20	10	,	,	PUNCT
fis-4119	20	11	including	include	VERB
fis-4119	20	12	the	the	DET
fis-4119	20	13	adoption	adoption	NOUN
fis-4119	20	14	of	of	ADP
fis-4119	20	15	alternative	alternative	ADJ
fis-4119	20	16	non	non	ADJ
fis-4119	20	17	-	-	ADJ
fis-4119	20	18	metallic	metallic	ADJ
fis-4119	20	19	reinforcement	reinforcement	NOUN
fis-4119	20	20	methods	method	NOUN
fis-4119	20	21	.	.	PUNCT
fis-4119	21	1	continuous	continuous	ADJ
fis-4119	21	2	glass	glass	NOUN
fis-4119	21	3	,	,	PUNCT
fis-4119	21	4	carbon	carbon	NOUN
fis-4119	21	5	,	,	PUNCT
fis-4119	21	6	basalt	basalt	NOUN
fis-4119	21	7	,	,	PUNCT
fis-4119	21	8	and	and	CCONJ
fis-4119	21	9	aramid	aramid	NOUN
fis-4119	21	10	fibers	fiber	NOUN
fis-4119	21	11	are	be	AUX
fis-4119	21	12	the	the	DET
fis-4119	21	13	types	type	NOUN
fis-4119	21	14	of	of	ADP
fis-4119	21	15	fibers	fiber	NOUN
fis-4119	21	16	used	use	VERB
fis-4119	21	17	for	for	ADP
fis-4119	21	18	structural	structural	ADJ
fis-4119	21	19	engineering	engineering	NOUN
fis-4119	21	20	applications	application	NOUN
fis-4119	21	21	.	.	PUNCT
fis-4119	22	1	carbon	carbon	NOUN
fis-4119	22	2	fiber	fiber	NOUN
fis-4119	22	3	-	-	PUNCT
fis-4119	22	4	reinforced	reinforce	VERB
fis-4119	22	5	polymer	polymer	NOUN
fis-4119	22	6	(	(	PUNCT
fis-4119	22	7	cfrp	cfrp	NOUN
fis-4119	22	8	)	)	PUNCT
fis-4119	22	9	bars	bar	NOUN
fis-4119	22	10	have	have	AUX
fis-4119	22	11	emerged	emerge	VERB
fis-4119	22	12	as	as	ADP
fis-4119	22	13	the	the	DET
fis-4119	22	14	preferred	preferred	ADJ
fis-4119	22	15	choice	choice	NOUN
fis-4119	22	16	to	to	PART
fis-4119	22	17	improve	improve	VERB
fis-4119	22	18	the	the	DET
fis-4119	22	19	structural	structural	ADJ
fis-4119	22	20	behavior	behavior	NOUN
fis-4119	22	21	of	of	ADP
fis-4119	22	22	masonry	masonry	NOUN
fis-4119	22	23	due	due	ADP
fis-4119	22	24	to	to	ADP
fis-4119	22	25	their	their	PRON
fis-4119	22	26	environmental	environmental	ADJ
fis-4119	22	27	sustainability	sustainability	NOUN
fis-4119	22	28	over	over	ADP
fis-4119	22	29	the	the	DET
fis-4119	22	30	past	past	ADJ
fis-4119	22	31	two	two	NUM
fis-4119	22	32	decades	decade	NOUN
fis-4119	22	33	.	.	PUNCT
fis-4119	23	1	compared	compare	VERB
fis-4119	23	2	to	to	ADP
fis-4119	23	3	metals	metal	NOUN
fis-4119	23	4	,	,	PUNCT
fis-4119	23	5	cfrp	cfrp	NOUN
fis-4119	23	6	bars	bar	NOUN
fis-4119	23	7	exhibit	exhibit	VERB
fis-4119	23	8	excellent	excellent	ADJ
fis-4119	23	9	resistance	resistance	NOUN
fis-4119	23	10	to	to	ADP
fis-4119	23	11	chemical	chemical	ADJ
fis-4119	23	12	environments	environment	NOUN
fis-4119	23	13	such	such	ADJ
fis-4119	23	14	as	as	ADP
fis-4119	23	15	acid	acid	NOUN
fis-4119	23	16	,	,	PUNCT
fis-4119	23	17	alkaline	alkaline	NOUN
fis-4119	23	18	,	,	PUNCT
fis-4119	23	19	and	and	CCONJ
fis-4119	23	20	saline	saline	ADJ
fis-4119	23	21	solutions	solution	NOUN
fis-4119	23	22	.	.	PUNCT
fis-4119	24	1	recently	recently	ADV
fis-4119	24	2	,	,	PUNCT
fis-4119	24	3	cfrp	cfrp	NOUN
fis-4119	24	4	bars	bar	NOUN
fis-4119	24	5	have	have	AUX
fis-4119	24	6	gained	gain	VERB
fis-4119	24	7	widespread	widespread	ADJ
fis-4119	24	8	popularity	popularity	NOUN
fis-4119	24	9	globally	globally	ADV
fis-4119	24	10	due	due	ADP
fis-4119	24	11	to	to	ADP
fis-4119	24	12	their	their	PRON
fis-4119	24	13	effectiveness	effectiveness	NOUN
fis-4119	24	14	in	in	ADP
fis-4119	24	15	retrofitting	retrofitting	NOUN
fis-4119	24	16	and	and	CCONJ
fis-4119	24	17	strengthening	strengthen	VERB
fis-4119	24	18	existing	exist	VERB
fis-4119	24	19	structures	structure	NOUN
fis-4119	24	20	such	such	ADJ
fis-4119	24	21	as	as	ADP
fis-4119	24	22	beams	beam	NOUN
fis-4119	24	23	,	,	PUNCT
fis-4119	24	24	columns	column	NOUN
fis-4119	24	25	,	,	PUNCT
fis-4119	24	26	and	and	CCONJ
fis-4119	24	27	slab	slab	NOUN
fis-4119	24	28	steel	steel	NOUN
fis-4119	24	29	.	.	PUNCT
fis-4119	25	1	additionally	additionally	ADV
fis-4119	25	2	,	,	PUNCT
fis-4119	25	3	cfrp	cfrp	NOUN
fis-4119	25	4	bars	bar	NOUN
fis-4119	25	5	possess	possess	VERB
fis-4119	25	6	outstanding	outstanding	ADJ
fis-4119	25	7	structural	structural	ADJ
fis-4119	25	8	properties	property	NOUN
fis-4119	25	9	such	such	ADJ
fis-4119	25	10	as	as	ADP
fis-4119	25	11	high	high	ADJ
fis-4119	25	12	tensile	tensile	NOUN
fis-4119	25	13	strength	strength	NOUN
fis-4119	25	14	,	,	PUNCT
fis-4119	25	15	a	a	DET
fis-4119	25	16	high	high	ADJ
fis-4119	25	17	strength	strength	NOUN
fis-4119	25	18	-	-	PUNCT
fis-4119	25	19	toweight	toweight	NOUN
fis-4119	25	20	ratio	ratio	NOUN
fis-4119	25	21	,	,	PUNCT
fis-4119	25	22	and	and	CCONJ
fis-4119	25	23	non	non	ADJ
fis-4119	25	24	-	-	ADJ
fis-4119	25	25	corrosive	corrosive	ADJ
fis-4119	25	26	,	,	PUNCT
fis-4119	25	27	non	non	ADJ
fis-4119	25	28	-	-	ADJ
fis-4119	25	29	magnetic	magnetic	ADJ
fis-4119	25	30	attributes	attribute	NOUN
fis-4119	25	31	.	.	PUNCT
fis-4119	26	1	the	the	DET
fis-4119	26	2	strength	strength	NOUN
fis-4119	26	3	-	-	PUNCT
fis-4119	26	4	to	to	ADP
fis-4119	26	5	-	-	PUNCT
fis-4119	26	6	weight	weight	NOUN
fis-4119	26	7	ratio	ratio	NOUN
fis-4119	26	8	of	of	ADP
fis-4119	26	9	cfrp	cfrp	NOUN
fis-4119	26	10	bars	bar	NOUN
fis-4119	26	11	is	be	AUX
fis-4119	26	12	10	10	NUM
fis-4119	26	13	-	-	SYM
fis-4119	26	14	15	15	NUM
fis-4119	26	15	times	time	NOUN
fis-4119	26	16	higher	high	ADJ
fis-4119	26	17	than	than	ADP
fis-4119	26	18	that	that	PRON
fis-4119	26	19	of	of	ADP
fis-4119	26	20	steel	steel	NOUN
fis-4119	26	21	bars	bar	NOUN
fis-4119	27	1	[	[	X
fis-4119	27	2	1–10	1–10	NOUN
fis-4119	27	3	]	]	PUNCT
fis-4119	27	4	.	.	PUNCT
fis-4119	28	1	using	use	VERB
fis-4119	28	2	non	non	ADJ
fis-4119	28	3	-	-	ADJ
fis-4119	28	4	corrosive	corrosive	ADJ
fis-4119	28	5	frp	frp	PROPN
fis-4119	28	6	(	(	PUNCT
fis-4119	28	7	fiber	fiber	NOUN
fis-4119	28	8	-	-	PUNCT
fis-4119	28	9	reinforced	reinforce	VERB
fis-4119	28	10	polymer	polymer	NOUN
fis-4119	28	11	)	)	PUNCT
fis-4119	28	12	bars	bar	NOUN
fis-4119	28	13	in	in	ADP
fis-4119	28	14	such	such	ADJ
fis-4119	28	15	constructions	construction	NOUN
fis-4119	28	16	has	have	AUX
fis-4119	28	17	proven	prove	VERB
fis-4119	28	18	advantageous	advantageous	ADJ
fis-4119	28	19	in	in	ADP
fis-4119	28	20	overcoming	overcome	VERB
fis-4119	28	21	the	the	DET
fis-4119	28	22	issue	issue	NOUN
fis-4119	28	23	of	of	ADP
fis-4119	28	24	steel	steel	NOUN
fis-4119	28	25	corrosion	corrosion	NOUN
fis-4119	28	26	and	and	CCONJ
fis-4119	28	27	effectively	effectively	ADV
fis-4119	28	28	enhancing	enhance	VERB
fis-4119	28	29	durability	durability	NOUN
fis-4119	28	30	[	[	X
fis-4119	28	31	11	11	NUM
fis-4119	28	32	]	]	PUNCT
fis-4119	28	33	.	.	PUNCT
fis-4119	29	1	although	although	SCONJ
fis-4119	29	2	research	research	NOUN
fis-4119	29	3	on	on	ADP
fis-4119	29	4	the	the	DET
fis-4119	29	5	behavior	behavior	NOUN
fis-4119	29	6	of	of	ADP
fis-4119	29	7	masonry	masonry	NOUN
fis-4119	29	8	beams	beam	NOUN
fis-4119	29	9	reinforced	reinforce	VERB
fis-4119	29	10	with	with	ADP
fis-4119	29	11	various	various	ADJ
fis-4119	29	12	types	type	NOUN
fis-4119	29	13	of	of	ADP
fis-4119	29	14	frp	frp	PROPN
fis-4119	29	15	bars	bar	NOUN
fis-4119	29	16	has	have	AUX
fis-4119	29	17	been	be	AUX
fis-4119	29	18	limited	limit	VERB
fis-4119	29	19	,	,	PUNCT
fis-4119	29	20	researchers	researcher	NOUN
fis-4119	29	21	have	have	AUX
fis-4119	29	22	found	find	VERB
fis-4119	29	23	that	that	SCONJ
fis-4119	29	24	the	the	DET
fis-4119	29	25	flexural	flexural	ADJ
fis-4119	29	26	capacity	capacity	NOUN
fis-4119	29	27	and	and	CCONJ
fis-4119	29	28	stiffness	stiffness	NOUN
fis-4119	29	29	of	of	ADP
fis-4119	29	30	reinforced	reinforce	VERB
fis-4119	29	31	masonry	masonry	NOUN
fis-4119	29	32	beams	beam	NOUN
fis-4119	29	33	improved	improve	VERB
fis-4119	29	34	significantly	significantly	ADV
fis-4119	29	35	as	as	SCONJ
fis-4119	29	36	the	the	DET
fis-4119	29	37	internal	internal	ADJ
fis-4119	29	38	reinforcement	reinforcement	NOUN
fis-4119	29	39	ratio	ratio	NOUN
fis-4119	29	40	increased	increase	VERB
fis-4119	29	41	[	[	X
fis-4119	29	42	12	12	NUM
fis-4119	29	43	]	]	PUNCT
fis-4119	29	44	.	.	PUNCT
fis-4119	30	1	furthermore	furthermore	ADV
fis-4119	30	2	,	,	PUNCT
fis-4119	30	3	the	the	DET
fis-4119	30	4	maximum	maximum	ADJ
fis-4119	30	5	beam	beam	NOUN
fis-4119	30	6	capacity	capacity	NOUN
fis-4119	30	7	of	of	ADP
fis-4119	30	8	reinforced	reinforce	VERB
fis-4119	30	9	concrete	concrete	ADJ
fis-4119	30	10	structural	structural	ADJ
fis-4119	30	11	components	component	NOUN
fis-4119	30	12	could	could	AUX
fis-4119	30	13	be	be	AUX
fis-4119	30	14	reasonably	reasonably	ADV
fis-4119	30	15	predicted	predict	VERB
fis-4119	30	16	through	through	ADP
fis-4119	30	17	the	the	DET
fis-4119	30	18	use	use	NOUN
fis-4119	30	19	of	of	ADP
fis-4119	30	20	reinforced	reinforce	VERB
fis-4119	30	21	masonry	masonry	NOUN
fis-4119	30	22	[	[	X
fis-4119	30	23	13	13	NUM
fis-4119	30	24	]	]	PUNCT
fis-4119	30	25	.	.	PUNCT
fis-4119	31	1	it	it	PRON
fis-4119	31	2	was	be	AUX
fis-4119	31	3	revealed	reveal	VERB
fis-4119	31	4	that	that	SCONJ
fis-4119	31	5	increased	increase	VERB
fis-4119	31	6	horizontal	horizontal	ADJ
fis-4119	31	7	bed	bed	NOUN
fis-4119	31	8	joint	joint	ADJ
fis-4119	31	9	reinforcement	reinforcement	NOUN
fis-4119	31	10	resulted	result	VERB
fis-4119	31	11	in	in	ADP
fis-4119	31	12	enhanced	enhanced	ADJ
fis-4119	31	13	flexure	flexure	NOUN
fis-4119	31	14	and	and	CCONJ
fis-4119	31	15	ultimate	ultimate	ADJ
fis-4119	31	16	deflection	deflection	NOUN
fis-4119	31	17	[	[	X
fis-4119	31	18	14	14	NUM
fis-4119	31	19	]	]	PUNCT
fis-4119	31	20	.	.	PUNCT
fis-4119	32	1	additionally	additionally	ADV
fis-4119	32	2	,	,	PUNCT
fis-4119	32	3	the	the	DET
fis-4119	32	4	performance	performance	NOUN
fis-4119	32	5	of	of	ADP
fis-4119	32	6	near	near	ADJ
fis-4119	32	7	-	-	PUNCT
fis-4119	32	8	surface	surface	NOUN
fis-4119	32	9	mounted	mount	VERB
fis-4119	32	10	(	(	PUNCT
fis-4119	32	11	nsm	nsm	NOUN
fis-4119	32	12	)	)	PUNCT
fis-4119	32	13	frp	frp	PROPN
fis-4119	32	14	bars	bar	NOUN
fis-4119	32	15	with	with	ADP
fis-4119	32	16	beams	beam	NOUN
fis-4119	32	17	and	and	CCONJ
fis-4119	32	18	walls	wall	NOUN
fis-4119	32	19	has	have	AUX
fis-4119	32	20	proven	prove	VERB
fis-4119	32	21	to	to	PART
fis-4119	32	22	be	be	AUX
fis-4119	32	23	very	very	ADV
fis-4119	32	24	effective	effective	ADJ
fis-4119	32	25	in	in	ADP
fis-4119	32	26	improving	improve	VERB
fis-4119	32	27	the	the	DET
fis-4119	32	28	flexural	flexural	ADJ
fis-4119	32	29	strength	strength	NOUN
fis-4119	32	30	and	and	CCONJ
fis-4119	32	31	failure	failure	NOUN
fis-4119	32	32	of	of	ADP
fis-4119	32	33	masonry	masonry	NOUN
fis-4119	32	34	beams	beam	NOUN
fis-4119	32	35	[	[	X
fis-4119	32	36	11,15	11,15	NUM
fis-4119	32	37	]	]	X
fis-4119	32	38	.	.	PUNCT
fis-4119	33	1	a	a	DET
fis-4119	33	2	study	study	NOUN
fis-4119	33	3	was	be	AUX
fis-4119	33	4	conducted	conduct	VERB
fis-4119	33	5	to	to	PART
fis-4119	33	6	examine	examine	VERB
fis-4119	33	7	the	the	DET
fis-4119	33	8	flexural	flexural	ADJ
fis-4119	33	9	behavior	behavior	NOUN
fis-4119	33	10	of	of	ADP
fis-4119	33	11	reinforced	reinforce	VERB
fis-4119	33	12	masonry	masonry	NOUN
fis-4119	33	13	beams	beam	NOUN
fis-4119	33	14	that	that	PRON
fis-4119	33	15	were	be	AUX
fis-4119	33	16	internally	internally	ADV
fis-4119	33	17	reinforced	reinforce	VERB
fis-4119	33	18	with	with	ADP
fis-4119	33	19	carbon	carbon	NOUN
fis-4119	33	20	fiber	fiber	NOUN
fis-4119	33	21	-	-	PUNCT
fis-4119	33	22	reinforced	reinforce	VERB
fis-4119	33	23	polymeric	polymeric	NOUN
fis-4119	33	24	(	(	PUNCT
fis-4119	33	25	cfrp	cfrp	NOUN
fis-4119	33	26	)	)	PUNCT
fis-4119	33	27	bars	bar	NOUN
fis-4119	33	28	and	and	CCONJ
fis-4119	33	29	had	have	VERB
fis-4119	33	30	polyvinyl	polyvinyl	NOUN
fis-4119	33	31	alcohol	alcohol	NOUN
fis-4119	33	32	(	(	PUNCT
fis-4119	33	33	pva	pva	NOUN
fis-4119	33	34	)	)	PUNCT
fis-4119	33	35	fibers	fiber	NOUN
fis-4119	33	36	and	and	CCONJ
fis-4119	33	37	polyester	polyester	NOUN
fis-4119	33	38	fiber	fiber	NOUN
fis-4119	33	39	bed	bed	NOUN
fis-4119	33	40	joints	joint	NOUN
fis-4119	34	1	[	[	X
fis-4119	34	2	16	16	NUM
fis-4119	34	3	]	]	PUNCT
fis-4119	34	4	.	.	PUNCT
fis-4119	35	1	the	the	DET
fis-4119	35	2	study	study	NOUN
fis-4119	35	3	's	's	PART
fis-4119	35	4	findings	finding	NOUN
fis-4119	35	5	revealed	reveal	VERB
fis-4119	35	6	that	that	SCONJ
fis-4119	35	7	using	use	VERB
fis-4119	35	8	engineered	engineer	VERB
fis-4119	35	9	cementitious	cementitious	ADJ
fis-4119	35	10	composite	composite	ADJ
fis-4119	35	11	(	(	PUNCT
fis-4119	35	12	ecc	ecc	PROPN
fis-4119	35	13	)	)	PUNCT
fis-4119	35	14	as	as	ADP
fis-4119	35	15	a	a	DET
fis-4119	35	16	bed	bed	NOUN
fis-4119	35	17	joint	joint	ADJ
fis-4119	35	18	instead	instead	ADV
fis-4119	35	19	of	of	ADP
fis-4119	35	20	polyester	polyester	NOUN
fis-4119	35	21	-	-	PUNCT
fis-4119	35	22	ecc	ecc	NOUN
fis-4119	35	23	and	and	CCONJ
fis-4119	35	24	an	an	DET
fis-4119	35	25	internal	internal	ADJ
fis-4119	35	26	cfrp	cfrp	NOUN
fis-4119	35	27	reinforcement	reinforcement	NOUN
fis-4119	35	28	ratio	ratio	NOUN
fis-4119	35	29	resulted	result	VERB
fis-4119	35	30	in	in	ADP
fis-4119	35	31	significant	significant	ADJ
fis-4119	35	32	improvements	improvement	NOUN
fis-4119	35	33	in	in	ADP
fis-4119	35	34	both	both	DET
fis-4119	35	35	load	load	NOUN
fis-4119	35	36	-	-	PUNCT
fis-4119	35	37	carrying	carry	VERB
fis-4119	35	38	capacity	capacity	NOUN
fis-4119	35	39	and	and	CCONJ
fis-4119	35	40	ductility	ductility	NOUN
fis-4119	35	41	[	[	X
fis-4119	35	42	16	16	NUM
fis-4119	35	43	]	]	PUNCT
fis-4119	35	44	.	.	PUNCT
fis-4119	36	1	another	another	DET
fis-4119	36	2	study	study	NOUN
fis-4119	36	3	investigated	investigate	VERB
fis-4119	36	4	the	the	DET
fis-4119	36	5	flexural	flexural	ADJ
fis-4119	36	6	performance	performance	NOUN
fis-4119	36	7	of	of	ADP
fis-4119	36	8	masonry	masonry	NOUN
fis-4119	36	9	beams	beam	NOUN
fis-4119	36	10	reinforced	reinforce	VERB
fis-4119	36	11	with	with	ADP
fis-4119	36	12	cfrp	cfrp	NOUN
fis-4119	36	13	bars	bar	NOUN
fis-4119	36	14	using	use	VERB
fis-4119	36	15	two	two	NUM
fis-4119	36	16	approaches	approach	NOUN
fis-4119	36	17	,	,	PUNCT
fis-4119	36	18	pultrusion	pultrusion	NOUN
fis-4119	36	19	and	and	CCONJ
fis-4119	36	20	hand	hand	NOUN
fis-4119	36	21	-	-	PUNCT
fis-4119	36	22	layup	layup	NOUN
fis-4119	36	23	under	under	ADP
fis-4119	36	24	four	four	NUM
fis-4119	36	25	-	-	PUNCT
fis-4119	36	26	point	point	NOUN
fis-4119	36	27	bending	bending	NOUN
fis-4119	36	28	[	[	X
fis-4119	36	29	17	17	NUM
fis-4119	36	30	]	]	PUNCT
fis-4119	36	31	.	.	PUNCT
fis-4119	37	1	the	the	DET
fis-4119	37	2	results	result	NOUN
fis-4119	37	3	indicated	indicate	VERB
fis-4119	37	4	that	that	SCONJ
fis-4119	37	5	the	the	DET
fis-4119	37	6	load	load	NOUN
fis-4119	37	7	-	-	PUNCT
fis-4119	37	8	carrying	carry	VERB
fis-4119	37	9	capacity	capacity	NOUN
fis-4119	37	10	of	of	ADP
fis-4119	37	11	hand	hand	NOUN
fis-4119	37	12	-	-	PUNCT
fis-4119	37	13	layup	layup	NOUN
fis-4119	37	14	cfrp	cfrp	PROPN
fis-4119	37	15	bars	bar	NOUN
fis-4119	37	16	had	have	AUX
fis-4119	37	17	increased	increase	VERB
fis-4119	37	18	by	by	ADP
fis-4119	37	19	12	12	NUM
fis-4119	37	20	times	time	NOUN
fis-4119	37	21	that	that	PRON
fis-4119	37	22	of	of	ADP
fis-4119	37	23	unreinforced	unreinforced	ADJ
fis-4119	37	24	masonry	masonry	NOUN
fis-4119	37	25	beams	beam	NOUN
fis-4119	37	26	[	[	X
fis-4119	37	27	17	17	NUM
fis-4119	37	28	]	]	PUNCT
fis-4119	37	29	.	.	PUNCT
fis-4119	38	1	the	the	DET
fis-4119	38	2	modeling	modeling	NOUN
fis-4119	38	3	of	of	ADP
fis-4119	38	4	masonry	masonry	NOUN
fis-4119	38	5	was	be	AUX
fis-4119	38	6	used	use	VERB
fis-4119	38	7	to	to	PART
fis-4119	38	8	define	define	VERB
fis-4119	38	9	its	its	PRON
fis-4119	38	10	structural	structural	ADJ
fis-4119	38	11	behavior	behavior	NOUN
fis-4119	38	12	or	or	CCONJ
fis-4119	38	13	understand	understand	VERB
fis-4119	38	14	its	its	PRON
fis-4119	38	15	material	material	ADJ
fis-4119	38	16	behavior	behavior	NOUN
fis-4119	38	17	[	[	X
fis-4119	38	18	18	18	NUM
fis-4119	38	19	]	]	PUNCT
fis-4119	38	20	.	.	PUNCT
fis-4119	39	1	generally	generally	ADV
fis-4119	39	2	,	,	PUNCT
fis-4119	39	3	some	some	DET
fis-4119	39	4	research	research	NOUN
fis-4119	39	5	concentrated	concentrate	VERB
fis-4119	39	6	[	[	X
fis-4119	39	7	11,19,20	11,19,20	NUM
fis-4119	39	8	]	]	PUNCT
fis-4119	39	9	on	on	ADP
fis-4119	39	10	two	two	NUM
fis-4119	39	11	numerical	numerical	ADJ
fis-4119	39	12	methods	method	NOUN
fis-4119	39	13	of	of	ADP
fis-4119	39	14	masonry	masonry	NOUN
fis-4119	39	15	,	,	PUNCT
fis-4119	39	16	namely	namely	ADV
fis-4119	39	17	micro	micro	NOUN
fis-4119	39	18	-	-	NOUN
fis-4119	39	19	modeling	modeling	NOUN
fis-4119	39	20	as	as	ADP
fis-4119	39	21	a	a	DET
fis-4119	39	22	separate	separate	ADJ
fis-4119	39	23	material	material	NOUN
fis-4119	39	24	and	and	CCONJ
fis-4119	39	25	macro	macro	NOUN
fis-4119	39	26	-	-	NOUN
fis-4119	39	27	modeling	modeling	NOUN
fis-4119	39	28	as	as	ADP
fis-4119	39	29	a	a	DET
fis-4119	39	30	composite	composite	ADJ
fis-4119	39	31	material	material	NOUN
fis-4119	39	32	,	,	PUNCT
fis-4119	39	33	to	to	PART
fis-4119	39	34	create	create	VERB
fis-4119	39	35	homogenization	homogenization	NOUN
fis-4119	39	36	techniques	technique	NOUN
fis-4119	39	37	.	.	PUNCT
fis-4119	40	1	tests	test	NOUN
fis-4119	40	2	were	be	AUX
fis-4119	40	3	conducted	conduct	VERB
fis-4119	40	4	on	on	ADP
fis-4119	40	5	compression	compression	NOUN
fis-4119	40	6	and	and	CCONJ
fis-4119	40	7	shear	shear	NOUN
fis-4119	40	8	wall	wall	NOUN
fis-4119	40	9	models	model	NOUN
fis-4119	40	10	made	make	VERB
fis-4119	40	11	of	of	ADP
fis-4119	40	12	autoclaved	autoclave	VERB
fis-4119	40	13	aerated	aerate	VERB
fis-4119	40	14	concrete	concrete	NOUN
fis-4119	40	15	(	(	PUNCT
fis-4119	40	16	aac	aac	NOUN
fis-4119	40	17	)	)	PUNCT
fis-4119	40	18	masonry	masonry	NOUN
fis-4119	40	19	units	unit	NOUN
fis-4119	40	20	in	in	ADP
fis-4119	40	21	axial	axial	ADJ
fis-4119	40	22	and	and	CCONJ
fis-4119	40	23	diagonal	diagonal	ADJ
fis-4119	40	24	compression	compression	NOUN
fis-4119	40	25	tests	test	NOUN
fis-4119	40	26	[	[	X
fis-4119	40	27	19	19	NUM
fis-4119	40	28	]	]	PUNCT
fis-4119	40	29	.	.	PUNCT
fis-4119	41	1	the	the	DET
fis-4119	41	2	results	result	NOUN
fis-4119	41	3	show	show	VERB
fis-4119	41	4	that	that	SCONJ
fis-4119	41	5	the	the	DET
fis-4119	41	6	analysis	analysis	NOUN
fis-4119	41	7	of	of	ADP
fis-4119	41	8	compression	compression	NOUN
fis-4119	41	9	walls	wall	NOUN
fis-4119	41	10	can	can	AUX
fis-4119	41	11	be	be	AUX
fis-4119	41	12	successfully	successfully	ADV
fis-4119	41	13	conducted	conduct	VERB
fis-4119	41	14	using	use	VERB
fis-4119	41	15	both	both	CCONJ
fis-4119	41	16	the	the	DET
fis-4119	41	17	micro	micro	ADJ
fis-4119	41	18	and	and	CCONJ
fis-4119	41	19	macro	macro	ADJ
fis-4119	41	20	models	model	NOUN
fis-4119	41	21	,	,	PUNCT
fis-4119	41	22	while	while	SCONJ
fis-4119	41	23	shear	shear	NOUN
fis-4119	41	24	walls	wall	NOUN
fis-4119	41	25	require	require	VERB
fis-4119	41	26	a	a	DET
fis-4119	41	27	more	more	ADV
fis-4119	41	28	detailed	detailed	ADJ
fis-4119	41	29	computational	computational	ADJ
fis-4119	41	30	approach	approach	NOUN
fis-4119	41	31	[	[	X
fis-4119	41	32	19	19	NUM
fis-4119	41	33	]	]	PUNCT
fis-4119	41	34	.	.	PUNCT
fis-4119	42	1	the	the	DET
fis-4119	42	2	behavior	behavior	NOUN
fis-4119	42	3	of	of	ADP
fis-4119	42	4	a	a	DET
fis-4119	42	5	single	single	ADJ
fis-4119	42	6	type	type	NOUN
fis-4119	42	7	of	of	ADP
fis-4119	42	8	solid	solid	ADJ
fis-4119	42	9	,	,	PUNCT
fis-4119	42	10	unreinforced	unreinforced	ADJ
fis-4119	42	11	masonry	masonry	NOUN
fis-4119	42	12	shear	shear	PROPN
fis-4119	42	13	wall	wall	NOUN
fis-4119	42	14	under	under	ADP
fis-4119	42	15	in	in	ADP
fis-4119	42	16	-	-	PUNCT
fis-4119	42	17	plane	plane	NOUN
fis-4119	42	18	loads	load	NOUN
fis-4119	42	19	was	be	AUX
fis-4119	42	20	also	also	ADV
fis-4119	42	21	studied	study	VERB
fis-4119	42	22	[	[	PUNCT
fis-4119	42	23	20	20	NUM
fis-4119	42	24	]	]	PUNCT
fis-4119	42	25	.	.	PUNCT
fis-4119	43	1	the	the	DET
fis-4119	43	2	results	result	NOUN
fis-4119	43	3	show	show	VERB
fis-4119	43	4	that	that	SCONJ
fis-4119	43	5	the	the	DET
fis-4119	43	6	micro	micro	ADJ
fis-4119	43	7	and	and	CCONJ
fis-4119	43	8	macro	macro	ADJ
fis-4119	43	9	models	model	NOUN
fis-4119	43	10	employed	employ	VERB
fis-4119	43	11	to	to	PART
fis-4119	43	12	evaluate	evaluate	VERB
fis-4119	43	13	an	an	DET
fis-4119	43	14	unreinforced	unreinforced	ADJ
fis-4119	43	15	masonry	masonry	NOUN
fis-4119	43	16	shear	shear	NOUN
fis-4119	43	17	wall	wall	PROPN
fis-4119	43	18	were	be	AUX
fis-4119	43	19	similar	similar	ADJ
fis-4119	43	20	to	to	ADP
fis-4119	43	21	the	the	DET
fis-4119	43	22	experimental	experimental	ADJ
fis-4119	43	23	results	result	NOUN
fis-4119	43	24	obtained	obtain	VERB
fis-4119	43	25	in	in	ADP
fis-4119	43	26	the	the	DET
fis-4119	43	27	literature	literature	NOUN
fis-4119	43	28	[	[	X
fis-4119	43	29	20	20	NUM
fis-4119	43	30	]	]	PUNCT
fis-4119	43	31	.	.	PUNCT
fis-4119	44	1	the	the	DET
fis-4119	44	2	performance	performance	NOUN
fis-4119	44	3	of	of	ADP
fis-4119	44	4	a	a	DET
fis-4119	44	5	reinforced	reinforce	VERB
fis-4119	44	6	masonry	masonry	NOUN
fis-4119	44	7	beam	beam	NOUN
fis-4119	44	8	subjected	subject	VERB
fis-4119	44	9	to	to	ADP
fis-4119	44	10	four	four	NUM
fis-4119	44	11	-	-	PUNCT
fis-4119	44	12	point	point	NOUN
fis-4119	44	13	bending	bending	NOUN
fis-4119	44	14	,	,	PUNCT
fis-4119	44	15	in	in	ADP
fis-4119	44	16	addition	addition	NOUN
fis-4119	44	17	to	to	ADP
fis-4119	44	18	a	a	DET
fis-4119	44	19	full	full	ADJ
fis-4119	44	20	-	-	PUNCT
fis-4119	44	21	scale	scale	NOUN
fis-4119	44	22	wall	wall	NOUN
fis-4119	44	23	confined	confine	VERB
fis-4119	44	24	at	at	ADP
fis-4119	44	25	three	three	NUM
fis-4119	44	26	edges	edge	NOUN
fis-4119	44	27	and	and	CCONJ
fis-4119	44	28	loaded	load	VERB
fis-4119	44	29	until	until	ADP
fis-4119	44	30	failure	failure	NOUN
fis-4119	44	31	with	with	ADP
fis-4119	44	32	a	a	DET
fis-4119	44	33	distributed	distribute	VERB
fis-4119	44	34	out	out	NOUN
fis-4119	44	35	-	-	PUNCT
fis-4119	44	36	of	of	ADP
fis-4119	44	37	-	-	PUNCT
fis-4119	44	38	plane	plane	NOUN
fis-4119	44	39	pressure	pressure	NOUN
fis-4119	44	40	,	,	PUNCT
fis-4119	44	41	was	be	AUX
fis-4119	44	42	investigated	investigate	VERB
fis-4119	44	43	[	[	PUNCT
fis-4119	44	44	11	11	NUM
fis-4119	44	45	]	]	PUNCT
fis-4119	44	46	.	.	PUNCT
fis-4119	45	1	the	the	DET
fis-4119	45	2	results	result	NOUN
fis-4119	45	3	indicated	indicate	VERB
fis-4119	45	4	that	that	SCONJ
fis-4119	45	5	the	the	DET
fis-4119	45	6	combination	combination	NOUN
fis-4119	45	7	of	of	ADP
fis-4119	45	8	vertical	vertical	ADJ
fis-4119	45	9	and	and	CCONJ
fis-4119	45	10	horizontal	horizontal	ADJ
fis-4119	45	11	ties	tie	NOUN
fis-4119	45	12	improved	improve	VERB
fis-4119	45	13	the	the	DET
fis-4119	45	14	collapse	collapse	NOUN
fis-4119	45	15	of	of	ADP
fis-4119	45	16	masonry	masonry	NOUN
fis-4119	45	17	beams	beam	NOUN
fis-4119	45	18	[	[	X
fis-4119	45	19	11	11	NUM
fis-4119	45	20	]	]	PUNCT
fis-4119	45	21	.	.	PUNCT
fis-4119	46	1	to	to	ADP
fis-4119	46	2	the	the	DET
fis-4119	46	3	best	good	ADJ
fis-4119	46	4	of	of	ADP
fis-4119	46	5	the	the	DET
fis-4119	46	6	authors	author	NOUN
fis-4119	46	7	'	'	PART
fis-4119	46	8	knowledge	knowledge	NOUN
fis-4119	46	9	,	,	PUNCT
fis-4119	46	10	there	there	PRON
fis-4119	46	11	has	have	AUX
fis-4119	46	12	been	be	AUX
fis-4119	46	13	a	a	DET
fis-4119	46	14	limited	limited	ADJ
fis-4119	46	15	amount	amount	NOUN
fis-4119	46	16	of	of	ADP
fis-4119	46	17	research	research	NOUN
fis-4119	46	18	conducted	conduct	VERB
fis-4119	46	19	to	to	PART
fis-4119	46	20	investigate	investigate	VERB
fis-4119	46	21	the	the	DET
fis-4119	46	22	effectiveness	effectiveness	NOUN
fis-4119	46	23	of	of	ADP
fis-4119	46	24	using	use	VERB
fis-4119	46	25	cfrp	cfrp	NOUN
fis-4119	46	26	bars	bar	NOUN
fis-4119	46	27	for	for	ADP
fis-4119	46	28	internal	internal	ADJ
fis-4119	46	29	reinforcement	reinforcement	NOUN
fis-4119	46	30	in	in	ADP
fis-4119	46	31	masonry	masonry	NOUN
fis-4119	46	32	beams	beam	NOUN
fis-4119	46	33	.	.	PUNCT
fis-4119	47	1	as	as	ADP
fis-4119	47	2	a	a	DET
fis-4119	47	3	result	result	NOUN
fis-4119	47	4	,	,	PUNCT
fis-4119	47	5	there	there	PRON
fis-4119	47	6	is	be	VERB
fis-4119	47	7	still	still	ADV
fis-4119	47	8	much	much	ADJ
fis-4119	47	9	to	to	PART
fis-4119	47	10	learn	learn	VERB
fis-4119	47	11	about	about	ADP
fis-4119	47	12	the	the	DET
fis-4119	47	13	behavior	behavior	NOUN
fis-4119	47	14	of	of	ADP
fis-4119	47	15	such	such	ADJ
fis-4119	47	16	beams	beam	NOUN
fis-4119	47	17	,	,	PUNCT
fis-4119	47	18	and	and	CCONJ
fis-4119	47	19	the	the	DET
fis-4119	47	20	understanding	understanding	NOUN
fis-4119	47	21	of	of	ADP
fis-4119	47	22	their	their	PRON
fis-4119	47	23	performance	performance	NOUN
fis-4119	47	24	remains	remain	VERB
fis-4119	47	25	deficient	deficient	ADJ
fis-4119	47	26	.	.	PUNCT
fis-4119	48	1	therefore	therefore	ADV
fis-4119	48	2	,	,	PUNCT
fis-4119	48	3	this	this	DET
fis-4119	48	4	paper	paper	NOUN
fis-4119	48	5	aims	aim	VERB
fis-4119	48	6	to	to	PART
fis-4119	48	7	provide	provide	VERB
fis-4119	48	8	an	an	DET
fis-4119	48	9	examination	examination	NOUN
fis-4119	48	10	of	of	ADP
fis-4119	48	11	the	the	DET
fis-4119	48	12	performance	performance	NOUN
fis-4119	48	13	of	of	ADP
fis-4119	48	14	masonry	masonry	NOUN
fis-4119	48	15	beams	beam	NOUN
fis-4119	48	16	reinforced	reinforce	VERB
fis-4119	48	17	with	with	ADP
fis-4119	48	18	cfrp	cfrp	NOUN
fis-4119	48	19	rebars	rebar	NOUN
fis-4119	48	20	.	.	PUNCT
fis-4119	49	1	to	to	PART
fis-4119	49	2	maximize	maximize	VERB
fis-4119	49	3	the	the	DET
fis-4119	49	4	benefits	benefit	NOUN
fis-4119	49	5	of	of	ADP
fis-4119	49	6	both	both	CCONJ
fis-4119	49	7	experimental	experimental	ADJ
fis-4119	49	8	and	and	CCONJ
fis-4119	49	9	numerical	numerical	ADJ
fis-4119	49	10	studies	study	NOUN
fis-4119	49	11	,	,	PUNCT
fis-4119	49	12	three	three	NUM
fis-4119	49	13	different	different	ADJ
fis-4119	49	14	tension	tension	NOUN
fis-4119	49	15	reinforcement	reinforcement	NOUN
fis-4119	49	16	configurations	configuration	NOUN
fis-4119	49	17	were	be	AUX
fis-4119	49	18	implemented	implement	VERB
fis-4119	49	19	:	:	PUNCT
fis-4119	49	20	pure	pure	ADJ
fis-4119	49	21	cfrp	cfrp	PROPN
fis-4119	49	22	c	c	PROPN
fis-4119	49	23	m.	m.	PROPN
fis-4119	49	24	zaglal	zaglal	PROPN
fis-4119	49	25	et	et	PROPN
fis-4119	49	26	alii	alii	PROPN
fis-4119	49	27	,	,	PUNCT
fis-4119	49	28	frattura	frattura	PROPN
fis-4119	49	29	ed	ed	PROPN
fis-4119	49	30	integrità	integrità	PROPN
fis-4119	49	31	strutturale	strutturale	PROPN
fis-4119	49	32	,	,	PUNCT
fis-4119	49	33	66	66	NUM
fis-4119	49	34	(	(	PUNCT
fis-4119	49	35	2023	2023	NUM
fis-4119	49	36	)	)	PUNCT
fis-4119	49	37	1	1	NUM
fis-4119	49	38	-	-	SYM
fis-4119	49	39	16	16	NUM
fis-4119	49	40	;	;	PUNCT
fis-4119	49	41	doi	doi	NOUN
fis-4119	49	42	:	:	PUNCT
fis-4119	49	43	10.3221	10.3221	NUM
fis-4119	49	44	/	/	SYM
fis-4119	49	45	igf	igf	PROPN
fis-4119	49	46	-	-	ADJ
fis-4119	49	47	esis.66.01	esis.66.01	ADJ
fis-4119	49	48	3	3	NUM
fis-4119	49	49	rebar	rebar	NOUN
fis-4119	49	50	without	without	ADP
fis-4119	49	51	stirrups	stirrup	NOUN
fis-4119	49	52	,	,	PUNCT
fis-4119	49	53	pure	pure	ADJ
fis-4119	49	54	cfrp	cfrp	PROPN
fis-4119	49	55	rebar	rebar	NOUN
fis-4119	49	56	with	with	ADP
fis-4119	49	57	stirrups	stirrup	NOUN
fis-4119	49	58	,	,	PUNCT
fis-4119	49	59	and	and	CCONJ
fis-4119	49	60	hybrid	hybrid	ADJ
fis-4119	49	61	cfrp	cfrp	NOUN
fis-4119	49	62	/	/	SYM
fis-4119	49	63	steel	steel	NOUN
fis-4119	49	64	rebar	rebar	NOUN
fis-4119	49	65	with	with	ADP
fis-4119	49	66	stirrups	stirrup	NOUN
fis-4119	49	67	.	.	PUNCT
fis-4119	50	1	the	the	DET
fis-4119	50	2	beams	beam	NOUN
fis-4119	50	3	were	be	AUX
fis-4119	50	4	subjected	subject	VERB
fis-4119	50	5	to	to	ADP
fis-4119	50	6	a	a	DET
fis-4119	50	7	static	static	ADJ
fis-4119	50	8	three	three	NUM
fis-4119	50	9	-	-	PUNCT
fis-4119	50	10	point	point	NOUN
fis-4119	50	11	bending	bend	VERB
fis-4119	50	12	test	test	NOUN
fis-4119	50	13	with	with	ADP
fis-4119	50	14	careful	careful	ADJ
fis-4119	50	15	monitoring	monitoring	NOUN
fis-4119	50	16	of	of	ADP
fis-4119	50	17	the	the	DET
fis-4119	50	18	load	load	NOUN
fis-4119	50	19	-	-	PUNCT
fis-4119	50	20	deflection	deflection	NOUN
fis-4119	50	21	curve	curve	NOUN
fis-4119	50	22	and	and	CCONJ
fis-4119	50	23	failure	failure	NOUN
fis-4119	50	24	modes	mode	NOUN
fis-4119	50	25	.	.	PUNCT
fis-4119	51	1	finite	finite	PROPN
fis-4119	51	2	element	element	NOUN
fis-4119	51	3	simulations	simulation	NOUN
fis-4119	51	4	were	be	AUX
fis-4119	51	5	also	also	ADV
fis-4119	51	6	conducted	conduct	VERB
fis-4119	51	7	for	for	ADP
fis-4119	51	8	the	the	DET
fis-4119	51	9	tested	test	VERB
fis-4119	51	10	samples	sample	NOUN
fis-4119	51	11	and	and	CCONJ
fis-4119	51	12	compared	compare	VERB
fis-4119	51	13	with	with	ADP
fis-4119	51	14	the	the	DET
fis-4119	51	15	experimental	experimental	ADJ
fis-4119	51	16	results	result	NOUN
fis-4119	51	17	.	.	PUNCT
fis-4119	52	1	furthermore	furthermore	ADV
fis-4119	52	2	,	,	PUNCT
fis-4119	52	3	the	the	DET
fis-4119	52	4	model	model	NOUN
fis-4119	52	5	was	be	AUX
fis-4119	52	6	used	use	VERB
fis-4119	52	7	to	to	PART
fis-4119	52	8	explore	explore	VERB
fis-4119	52	9	additional	additional	ADJ
fis-4119	52	10	parameters	parameter	NOUN
fis-4119	52	11	,	,	PUNCT
fis-4119	52	12	such	such	ADJ
fis-4119	52	13	as	as	ADP
fis-4119	52	14	the	the	DET
fis-4119	52	15	effect	effect	NOUN
fis-4119	52	16	of	of	ADP
fis-4119	52	17	shear	shear	NOUN
fis-4119	52	18	reinforcement	reinforcement	NOUN
fis-4119	52	19	spacing	spacing	NOUN
fis-4119	52	20	and	and	CCONJ
fis-4119	52	21	hybrid	hybrid	ADJ
fis-4119	52	22	longitudinal	longitudinal	ADJ
fis-4119	52	23	reinforcement	reinforcement	NOUN
fis-4119	52	24	configurations	configuration	NOUN
fis-4119	52	25	.	.	PUNCT
fis-4119	53	1	experimental	experimental	ADJ
fis-4119	53	2	study	study	NOUN
fis-4119	53	3	hree	hree	ADJ
fis-4119	53	4	experimental	experimental	ADJ
fis-4119	53	5	testing	testing	NOUN
fis-4119	53	6	groups	group	NOUN
fis-4119	53	7	were	be	AUX
fis-4119	53	8	performed	perform	VERB
fis-4119	53	9	.	.	PUNCT
fis-4119	54	1	the	the	DET
fis-4119	54	2	first	first	ADJ
fis-4119	54	3	group	group	NOUN
fis-4119	54	4	was	be	AUX
fis-4119	54	5	performed	perform	VERB
fis-4119	54	6	to	to	PART
fis-4119	54	7	identify	identify	VERB
fis-4119	54	8	concrete	concrete	ADJ
fis-4119	54	9	brick	brick	NOUN
fis-4119	54	10	material	material	NOUN
fis-4119	54	11	.	.	PUNCT
fis-4119	55	1	the	the	DET
fis-4119	55	2	second	second	ADJ
fis-4119	55	3	group	group	NOUN
fis-4119	55	4	was	be	AUX
fis-4119	55	5	performed	perform	VERB
fis-4119	55	6	to	to	PART
fis-4119	55	7	identify	identify	VERB
fis-4119	55	8	the	the	DET
fis-4119	55	9	equivalent	equivalent	ADJ
fis-4119	55	10	mechanical	mechanical	ADJ
fis-4119	55	11	properties	property	NOUN
fis-4119	55	12	of	of	ADP
fis-4119	55	13	the	the	DET
fis-4119	55	14	brick	brick	NOUN
fis-4119	55	15	and	and	CCONJ
fis-4119	55	16	the	the	DET
fis-4119	55	17	grout	grout	NOUN
fis-4119	55	18	together	together	ADV
fis-4119	55	19	.	.	PUNCT
fis-4119	56	1	in	in	ADP
fis-4119	56	2	the	the	DET
fis-4119	56	3	third	third	ADJ
fis-4119	56	4	group	group	NOUN
fis-4119	56	5	,	,	PUNCT
fis-4119	56	6	three	three	NUM
fis-4119	56	7	-	-	PUNCT
fis-4119	56	8	point	point	NOUN
fis-4119	56	9	bending	bend	VERB
fis-4119	56	10	tests	test	NOUN
fis-4119	56	11	were	be	AUX
fis-4119	56	12	conducted	conduct	VERB
fis-4119	56	13	on	on	ADP
fis-4119	56	14	masonry	masonry	NOUN
fis-4119	56	15	beams	beam	NOUN
fis-4119	56	16	reinforced	reinforce	VERB
fis-4119	56	17	by	by	ADP
fis-4119	56	18	steel	steel	NOUN
fis-4119	56	19	and	and	CCONJ
fis-4119	56	20	cfrp	cfrp	NOUN
fis-4119	56	21	rebar	rebar	NOUN
fis-4119	56	22	.	.	PUNCT
fis-4119	57	1	in	in	ADP
fis-4119	57	2	the	the	DET
fis-4119	57	3	following	follow	VERB
fis-4119	57	4	sections	section	NOUN
fis-4119	57	5	,	,	PUNCT
fis-4119	57	6	the	the	DET
fis-4119	57	7	details	detail	NOUN
fis-4119	57	8	of	of	ADP
fis-4119	57	9	these	these	DET
fis-4119	57	10	tests	test	NOUN
fis-4119	57	11	will	will	AUX
fis-4119	57	12	be	be	AUX
fis-4119	57	13	detailed	detail	VERB
fis-4119	57	14	.	.	PUNCT
fis-4119	58	1	concrete	concrete	ADJ
fis-4119	58	2	brick	brick	NOUN
fis-4119	58	3	specimen	speciman	NOUN
fis-4119	58	4	preparation	preparation	NOUN
fis-4119	58	5	bricks	brick	NOUN
fis-4119	58	6	are	be	AUX
fis-4119	58	7	prepared	prepare	VERB
fis-4119	58	8	from	from	ADP
fis-4119	58	9	concrete	concrete	NOUN
fis-4119	58	10	according	accord	VERB
fis-4119	58	11	to	to	ADP
fis-4119	58	12	the	the	DET
fis-4119	58	13	mixing	mix	VERB
fis-4119	58	14	ratios	ratio	NOUN
fis-4119	58	15	mentioned	mention	VERB
fis-4119	58	16	in	in	ADP
fis-4119	58	17	tab	tab	NOUN
fis-4119	58	18	.	.	PUNCT
fis-4119	59	1	1	1	NUM
fis-4119	59	2	,	,	PUNCT
fis-4119	59	3	and	and	CCONJ
fis-4119	59	4	an	an	DET
fis-4119	59	5	average	average	ADJ
fis-4119	59	6	compressive	compressive	ADJ
fis-4119	59	7	strength	strength	NOUN
fis-4119	59	8	of	of	ADP
fis-4119	59	9	25	25	NUM
fis-4119	59	10	mpa	mpa	NOUN
fis-4119	59	11	was	be	AUX
fis-4119	59	12	obtained	obtain	VERB
fis-4119	59	13	.	.	PUNCT
fis-4119	60	1	using	use	VERB
fis-4119	60	2	portland	portland	PROPN
fis-4119	60	3	cement	cement	NOUN
fis-4119	60	4	with	with	ADP
fis-4119	60	5	a	a	DET
fis-4119	60	6	grade	grade	NOUN
fis-4119	60	7	of	of	ADP
fis-4119	60	8	42.5n	42.5n	NUM
fis-4119	60	9	.	.	PUNCT
fis-4119	61	1	as	as	ADP
fis-4119	61	2	for	for	ADP
fis-4119	61	3	the	the	DET
fis-4119	61	4	aggregate	aggregate	NOUN
fis-4119	61	5	used	use	VERB
fis-4119	61	6	,	,	PUNCT
fis-4119	61	7	it	it	PRON
fis-4119	61	8	is	be	AUX
fis-4119	61	9	local	local	ADJ
fis-4119	61	10	crushed	crush	VERB
fis-4119	61	11	dolomite	dolomite	NOUN
fis-4119	61	12	of	of	ADP
fis-4119	61	13	size	size	NOUN
fis-4119	61	14	(	(	PUNCT
fis-4119	61	15	5	5	NUM
fis-4119	61	16	mm	mm	NOUN
fis-4119	61	17	)	)	PUNCT
fis-4119	61	18	with	with	ADP
fis-4119	61	19	a	a	DET
fis-4119	61	20	particle	particle	NOUN
fis-4119	61	21	density	density	NOUN
fis-4119	61	22	of	of	ADP
fis-4119	61	23	2.64	2.64	NUM
fis-4119	61	24	g	g	NOUN
fis-4119	61	25	/	/	SYM
fis-4119	61	26	cm3	cm3	NOUN
fis-4119	61	27	and	and	CCONJ
fis-4119	61	28	water	water	NOUN
fis-4119	61	29	absorption	absorption	NOUN
fis-4119	61	30	of	of	ADP
fis-4119	61	31	3.19	3.19	NUM
fis-4119	61	32	%	%	NOUN
fis-4119	61	33	.	.	PUNCT
fis-4119	62	1	the	the	DET
fis-4119	62	2	fine	fine	ADJ
fis-4119	62	3	aggregate	aggregate	NOUN
fis-4119	62	4	is	be	AUX
fis-4119	62	5	local	local	ADJ
fis-4119	62	6	siliceous	siliceous	ADJ
fis-4119	62	7	sand	sand	NOUN
fis-4119	62	8	with	with	ADP
fis-4119	62	9	a	a	DET
fis-4119	62	10	bulk	bulk	ADJ
fis-4119	62	11	density	density	NOUN
fis-4119	62	12	of	of	ADP
fis-4119	62	13	1.578	1.578	NUM
fis-4119	62	14	g	g	NOUN
fis-4119	62	15	/	/	SYM
fis-4119	62	16	cm3	cm3	NOUN
fis-4119	62	17	,	,	PUNCT
fis-4119	62	18	a	a	DET
fis-4119	62	19	particle	particle	NOUN
fis-4119	62	20	density	density	NOUN
fis-4119	62	21	of	of	ADP
fis-4119	62	22	2.67	2.67	NUM
fis-4119	62	23	g	g	NOUN
fis-4119	62	24	/	/	SYM
fis-4119	62	25	cm3	cm3	NOUN
fis-4119	62	26	,	,	PUNCT
fis-4119	62	27	a	a	DET
fis-4119	62	28	fineness	fineness	NOUN
fis-4119	62	29	modulus	modulus	NOUN
fis-4119	62	30	of	of	ADP
fis-4119	62	31	2.66	2.66	NUM
fis-4119	62	32	,	,	PUNCT
fis-4119	62	33	and	and	CCONJ
fis-4119	62	34	a	a	DET
fis-4119	62	35	dry	dry	ADJ
fis-4119	62	36	unit	unit	NOUN
fis-4119	62	37	weight	weight	NOUN
fis-4119	62	38	of	of	ADP
fis-4119	62	39	1.68	1.68	NUM
fis-4119	62	40	t	t	PROPN
fis-4119	62	41	/	/	SYM
fis-4119	62	42	m3	m3	PROPN
fis-4119	62	43	.	.	PUNCT
fis-4119	63	1	the	the	DET
fis-4119	63	2	dolomite	dolomite	NOUN
fis-4119	63	3	,	,	PUNCT
fis-4119	63	4	water	water	NOUN
fis-4119	63	5	,	,	PUNCT
fis-4119	63	6	and	and	CCONJ
fis-4119	63	7	sand	sand	NOUN
fis-4119	63	8	were	be	AUX
fis-4119	63	9	mixed	mix	VERB
fis-4119	63	10	for	for	ADP
fis-4119	63	11	three	three	NUM
fis-4119	63	12	min	min	NOUN
fis-4119	63	13	,	,	PUNCT
fis-4119	63	14	and	and	CCONJ
fis-4119	63	15	after	after	ADP
fis-4119	63	16	preparing	prepare	VERB
fis-4119	63	17	the	the	DET
fis-4119	63	18	homogenous	homogenous	ADJ
fis-4119	63	19	mix	mix	NOUN
fis-4119	63	20	,	,	PUNCT
fis-4119	63	21	it	it	PRON
fis-4119	63	22	is	be	AUX
fis-4119	63	23	poured	pour	VERB
fis-4119	63	24	into	into	ADP
fis-4119	63	25	a	a	DET
fis-4119	63	26	wooden	wooden	ADJ
fis-4119	63	27	mold	mold	NOUN
fis-4119	63	28	with	with	ADP
fis-4119	63	29	dimensions	dimension	NOUN
fis-4119	63	30	115	115	NUM
fis-4119	63	31	mm	mm	INTJ
fis-4119	63	32	wide	wide	ADV
fis-4119	63	33	,	,	PUNCT
fis-4119	63	34	60	60	NUM
fis-4119	63	35	mm	mm	NOUN
fis-4119	63	36	high	high	ADJ
fis-4119	63	37	,	,	PUNCT
fis-4119	63	38	and	and	CCONJ
fis-4119	63	39	2110	2110	NUM
fis-4119	63	40	mm	mm	NUM
fis-4119	63	41	long	long	ADV
fis-4119	63	42	.	.	PUNCT
fis-4119	64	1	in	in	ADP
fis-4119	64	2	which	which	PRON
fis-4119	64	3	the	the	DET
fis-4119	64	4	mold	mold	NOUN
fis-4119	64	5	has	have	AUX
fis-4119	64	6	been	be	AUX
fis-4119	64	7	divided	divide	VERB
fis-4119	64	8	into	into	ADP
fis-4119	64	9	ten	ten	NUM
fis-4119	64	10	connected	connected	ADJ
fis-4119	64	11	parts	part	NOUN
fis-4119	64	12	,	,	PUNCT
fis-4119	64	13	and	and	CCONJ
fis-4119	64	14	every	every	DET
fis-4119	64	15	two	two	NUM
fis-4119	64	16	parts	part	NOUN
fis-4119	64	17	have	have	VERB
fis-4119	64	18	10	10	NUM
fis-4119	64	19	mm	mm	NOUN
fis-4119	64	20	between	between	ADP
fis-4119	64	21	them	they	PRON
fis-4119	64	22	,	,	PUNCT
fis-4119	64	23	resulting	result	VERB
fis-4119	64	24	in	in	ADP
fis-4119	64	25	a	a	DET
fis-4119	64	26	brick	brick	NOUN
fis-4119	64	27	size	size	NOUN
fis-4119	64	28	of	of	ADP
fis-4119	64	29	95	95	NUM
fis-4119	64	30	mm	mm	NOUN
fis-4119	64	31	wide	wide	ADV
fis-4119	64	32	,	,	PUNCT
fis-4119	64	33	50	50	NUM
fis-4119	64	34	mm	mm	NOUN
fis-4119	64	35	high	high	ADJ
fis-4119	64	36	,	,	PUNCT
fis-4119	64	37	and	and	CCONJ
fis-4119	64	38	200	200	NUM
fis-4119	64	39	mm	mm	NOUN
fis-4119	64	40	long	long	ADV
fis-4119	64	41	.	.	PUNCT
fis-4119	65	1	there	there	PRON
fis-4119	65	2	were	be	VERB
fis-4119	65	3	about	about	ADV
fis-4119	65	4	20	20	NUM
fis-4119	65	5	wooden	wooden	ADJ
fis-4119	65	6	molds	mold	NOUN
fis-4119	65	7	in	in	ADP
fis-4119	65	8	this	this	DET
fis-4119	65	9	study	study	NOUN
fis-4119	65	10	to	to	PART
fis-4119	65	11	simultaneously	simultaneously	ADV
fis-4119	65	12	build	build	VERB
fis-4119	65	13	the	the	DET
fis-4119	65	14	most	most	ADV
fis-4119	65	15	significant	significant	ADJ
fis-4119	65	16	number	number	NOUN
fis-4119	65	17	of	of	ADP
fis-4119	65	18	bricks	brick	NOUN
fis-4119	65	19	.	.	PUNCT
fis-4119	66	1	the	the	DET
fis-4119	66	2	inner	inner	ADJ
fis-4119	66	3	surfaces	surface	NOUN
fis-4119	66	4	of	of	ADP
fis-4119	66	5	each	each	DET
fis-4119	66	6	wooden	wooden	ADJ
fis-4119	66	7	mold	mold	NOUN
fis-4119	66	8	were	be	AUX
fis-4119	66	9	well	well	ADV
fis-4119	66	10	-	-	PUNCT
fis-4119	66	11	oiled	oil	VERB
fis-4119	66	12	before	before	ADP
fis-4119	66	13	casting	cast	VERB
fis-4119	66	14	the	the	DET
fis-4119	66	15	concrete	concrete	NOUN
fis-4119	66	16	.	.	PUNCT
fis-4119	67	1	the	the	DET
fis-4119	67	2	fresh	fresh	ADJ
fis-4119	67	3	concrete	concrete	NOUN
fis-4119	67	4	is	be	AUX
fis-4119	67	5	cast	cast	VERB
fis-4119	67	6	in	in	ADP
fis-4119	67	7	the	the	DET
fis-4119	67	8	molds	mold	NOUN
fis-4119	67	9	in	in	ADP
fis-4119	67	10	three	three	NUM
fis-4119	67	11	layers	layer	NOUN
fis-4119	67	12	,	,	PUNCT
fis-4119	67	13	and	and	CCONJ
fis-4119	67	14	each	each	DET
fis-4119	67	15	layer	layer	NOUN
fis-4119	67	16	is	be	AUX
fis-4119	67	17	compacted	compact	VERB
fis-4119	67	18	with	with	ADP
fis-4119	67	19	a	a	DET
fis-4119	67	20	tamping	tamp	VERB
fis-4119	67	21	rod	rod	NOUN
fis-4119	67	22	.	.	PUNCT
fis-4119	68	1	the	the	DET
fis-4119	68	2	bricks	brick	NOUN
fis-4119	68	3	were	be	AUX
fis-4119	68	4	left	leave	VERB
fis-4119	68	5	in	in	ADP
fis-4119	68	6	the	the	DET
fis-4119	68	7	forms	form	NOUN
fis-4119	68	8	for	for	ADP
fis-4119	68	9	24	24	NUM
fis-4119	68	10	hours	hour	NOUN
fis-4119	68	11	after	after	SCONJ
fis-4119	68	12	the	the	DET
fis-4119	68	13	concrete	concrete	ADJ
fis-4119	68	14	pour	pour	NOUN
fis-4119	68	15	was	be	AUX
fis-4119	68	16	finished	finish	VERB
fis-4119	68	17	.	.	PUNCT
fis-4119	69	1	then	then	ADV
fis-4119	69	2	the	the	DET
fis-4119	69	3	bricks	brick	NOUN
fis-4119	69	4	were	be	AUX
fis-4119	69	5	cured	cure	VERB
fis-4119	69	6	by	by	ADP
fis-4119	69	7	submerging	submerge	VERB
fis-4119	69	8	them	they	PRON
fis-4119	69	9	in	in	ADP
fis-4119	69	10	clean	clean	ADJ
fis-4119	69	11	tap	tap	NOUN
fis-4119	69	12	water	water	NOUN
fis-4119	69	13	for	for	ADP
fis-4119	69	14	28	28	NUM
fis-4119	69	15	days	day	NOUN
fis-4119	69	16	.	.	PUNCT
fis-4119	70	1	five	five	NUM
fis-4119	70	2	hundred	hundred	NUM
fis-4119	70	3	bricks	brick	NOUN
fis-4119	70	4	were	be	AUX
fis-4119	70	5	built	build	VERB
fis-4119	70	6	and	and	CCONJ
fis-4119	70	7	each	each	DET
fis-4119	70	8	brick	brick	NOUN
fis-4119	70	9	was	be	AUX
fis-4119	70	10	designed	design	VERB
fis-4119	70	11	with	with	ADP
fis-4119	70	12	two	two	NUM
fis-4119	70	13	holes	hole	NOUN
fis-4119	70	14	,	,	PUNCT
fis-4119	70	15	and	and	CCONJ
fis-4119	70	16	the	the	DET
fis-4119	70	17	diameter	diameter	NOUN
fis-4119	70	18	of	of	ADP
fis-4119	70	19	one	one	NUM
fis-4119	70	20	hole	hole	NOUN
fis-4119	70	21	is	be	AUX
fis-4119	70	22	about	about	ADV
fis-4119	70	23	35	35	NUM
fis-4119	70	24	mm	mm	NOUN
fis-4119	70	25	to	to	PART
fis-4119	70	26	place	place	VERB
fis-4119	70	27	the	the	DET
fis-4119	70	28	rebar	rebar	NOUN
fis-4119	70	29	inside	inside	ADV
fis-4119	70	30	.	.	PUNCT
fis-4119	71	1	there	there	PRON
fis-4119	71	2	are	be	VERB
fis-4119	71	3	two	two	NUM
fis-4119	71	4	different	different	ADJ
fis-4119	71	5	types	type	NOUN
fis-4119	71	6	of	of	ADP
fis-4119	71	7	bricks	brick	NOUN
fis-4119	71	8	in	in	ADP
fis-4119	71	9	this	this	DET
fis-4119	71	10	experiment	experiment	NOUN
fis-4119	71	11	study	study	NOUN
fis-4119	71	12	,	,	PUNCT
fis-4119	71	13	i.e.	i.e.	X
fis-4119	71	14	,	,	PUNCT
fis-4119	71	15	groove	groove	NOUN
fis-4119	71	16	bricks	brick	NOUN
fis-4119	71	17	and	and	CCONJ
fis-4119	71	18	ordinary	ordinary	ADJ
fis-4119	71	19	bricks	brick	NOUN
fis-4119	71	20	,	,	PUNCT
fis-4119	71	21	as	as	SCONJ
fis-4119	71	22	shown	show	VERB
fis-4119	71	23	in	in	ADP
fis-4119	71	24	fig	fig	NOUN
fis-4119	71	25	.	.	PUNCT
fis-4119	72	1	1a	1a	PROPN
fis-4119	72	2	to	to	ADP
fis-4119	72	3	1b	1b	NUM
fis-4119	72	4	.	.	PUNCT
fis-4119	73	1	groove	groove	NOUN
fis-4119	73	2	bricks	brick	NOUN
fis-4119	73	3	were	be	AUX
fis-4119	73	4	used	use	VERB
fis-4119	73	5	to	to	PART
fis-4119	73	6	put	put	VERB
fis-4119	73	7	steel	steel	NOUN
fis-4119	73	8	stirrups	stirrup	NOUN
fis-4119	73	9	inside	inside	ADP
fis-4119	73	10	them	they	PRON
fis-4119	73	11	.	.	PUNCT
fis-4119	74	1	the	the	DET
fis-4119	74	2	groove	groove	NOUN
fis-4119	74	3	size	size	NOUN
fis-4119	74	4	is	be	AUX
fis-4119	74	5	10	10	NUM
fis-4119	74	6	mm	mm	NOUN
fis-4119	74	7	in	in	ADP
fis-4119	74	8	width	width	NOUN
fis-4119	74	9	,	,	PUNCT
fis-4119	74	10	10	10	NUM
fis-4119	74	11	mm	mm	NOUN
fis-4119	74	12	in	in	ADP
fis-4119	74	13	height	height	NOUN
fis-4119	74	14	,	,	PUNCT
fis-4119	74	15	and	and	CCONJ
fis-4119	74	16	200	200	NUM
fis-4119	74	17	mm	mm	NOUN
fis-4119	74	18	in	in	ADP
fis-4119	74	19	length	length	NOUN
fis-4119	74	20	.	.	PUNCT
fis-4119	75	1	cement	cement	NOUN
fis-4119	75	2	(	(	PUNCT
fis-4119	75	3	kg	kg	NOUN
fis-4119	75	4	/	/	SYM
fis-4119	75	5	m3	m3	PROPN
fis-4119	75	6	)	)	PUNCT
fis-4119	75	7	coarse	coarse	NOUN
fis-4119	75	8	aggregate	aggregate	NOUN
fis-4119	75	9	(	(	PUNCT
fis-4119	75	10	kg	kg	NOUN
fis-4119	75	11	/	/	SYM
fis-4119	75	12	m3	m3	PROPN
fis-4119	75	13	)	)	PUNCT
fis-4119	75	14	fine	fine	ADJ
fis-4119	75	15	aggregate	aggregate	NOUN
fis-4119	75	16	(	(	PUNCT
fis-4119	75	17	kg	kg	NOUN
fis-4119	75	18	/	/	SYM
fis-4119	75	19	m3	m3	PROPN
fis-4119	75	20	)	)	PUNCT
fis-4119	75	21	water	water	NOUN
fis-4119	75	22	)	)	PUNCT
fis-4119	75	23	3kg	3kg	NOUN
fis-4119	75	24	/	/	SYM
fis-4119	75	25	m	m	PROPN
fis-4119	75	26	(	(	PUNCT
fis-4119	75	27	w	w	PROPN
fis-4119	75	28	/	/	SYM
fis-4119	75	29	c	c	NOUN
fis-4119	75	30	(	(	PUNCT
fis-4119	75	31	%	%	NOUN
fis-4119	75	32	)	)	PUNCT
fis-4119	75	33	28	28	NUM
fis-4119	75	34	-	-	PUNCT
fis-4119	75	35	day	day	NOUN
fis-4119	75	36	compressive	compressive	ADJ
fis-4119	75	37	strength	strength	NOUN
fis-4119	75	38	(	(	PUNCT
fis-4119	75	39	mpa	mpa	PROPN
fis-4119	75	40	)	)	PUNCT
fis-4119	75	41	350	350	NUM
fis-4119	75	42	1100	1100	NUM
fis-4119	75	43	700	700	NUM
fis-4119	75	44	210	210	NUM
fis-4119	75	45	60	60	NUM
fis-4119	75	46	25	25	NUM
fis-4119	75	47	table	table	NOUN
fis-4119	75	48	1	1	NUM
fis-4119	75	49	:	:	PUNCT
fis-4119	75	50	the	the	DET
fis-4119	75	51	weight	weight	NOUN
fis-4119	75	52	ratios	ratio	NOUN
fis-4119	75	53	of	of	ADP
fis-4119	75	54	concrete	concrete	ADJ
fis-4119	75	55	mix	mix	NOUN
fis-4119	75	56	materials	material	NOUN
fis-4119	75	57	per	per	ADP
fis-4119	75	58	cubic	cubic	ADJ
fis-4119	75	59	meter	meter	NOUN
fis-4119	75	60	.	.	PUNCT
fis-4119	76	1	two	two	NUM
fis-4119	76	2	types	type	NOUN
fis-4119	76	3	of	of	ADP
fis-4119	76	4	reinforcing	reinforce	VERB
fis-4119	76	5	rebar	rebar	NOUN
fis-4119	76	6	,	,	PUNCT
fis-4119	76	7	i.e.	i.e.	X
fis-4119	76	8	,	,	PUNCT
fis-4119	76	9	hybrid	hybrid	ADJ
fis-4119	76	10	steel	steel	NOUN
fis-4119	76	11	/	/	SYM
fis-4119	76	12	cfrp	cfrp	PROPN
fis-4119	76	13	and	and	CCONJ
fis-4119	76	14	cfrp	cfrp	PROPN
fis-4119	76	15	rebar	rebar	NOUN
fis-4119	76	16	,	,	PUNCT
fis-4119	76	17	were	be	AUX
fis-4119	76	18	used	use	VERB
fis-4119	76	19	in	in	ADP
fis-4119	76	20	the	the	DET
fis-4119	76	21	experimental	experimental	ADJ
fis-4119	76	22	study	study	NOUN
fis-4119	76	23	.	.	PUNCT
fis-4119	77	1	reinforcing	reinforce	VERB
fis-4119	77	2	steel	steel	NOUN
fis-4119	77	3	bars	bar	NOUN
fis-4119	77	4	are	be	AUX
fis-4119	77	5	a	a	DET
fis-4119	77	6	diameter	diameter	NOUN
fis-4119	77	7	of	of	ADP
fis-4119	77	8	4	4	NUM
fis-4119	77	9	mm	mm	NOUN
fis-4119	77	10	,	,	PUNCT
fis-4119	77	11	with	with	ADP
fis-4119	77	12	a	a	DET
fis-4119	77	13	yield	yield	NOUN
fis-4119	77	14	tensile	tensile	NOUN
fis-4119	77	15	strength	strength	NOUN
fis-4119	77	16	of	of	ADP
fis-4119	77	17	400	400	NUM
fis-4119	77	18	mpa	mpa	NOUN
fis-4119	77	19	are	be	AUX
fis-4119	77	20	used	use	VERB
fis-4119	77	21	.	.	PUNCT
fis-4119	78	1	the	the	DET
fis-4119	78	2	mechanical	mechanical	ADJ
fis-4119	78	3	properties	property	NOUN
fis-4119	78	4	were	be	AUX
fis-4119	78	5	conducted	conduct	VERB
fis-4119	78	6	on	on	ADP
fis-4119	78	7	three	three	NUM
fis-4119	78	8	cfrp	cfrp	NOUN
fis-4119	78	9	rebars	rebar	NOUN
fis-4119	78	10	tested	test	VERB
fis-4119	78	11	in	in	ADP
fis-4119	78	12	tension	tension	NOUN
fis-4119	78	13	.	.	PUNCT
fis-4119	79	1	test	test	NOUN
fis-4119	79	2	results	result	NOUN
fis-4119	79	3	showed	show	VERB
fis-4119	79	4	the	the	DET
fis-4119	79	5	significance	significance	NOUN
fis-4119	79	6	of	of	ADP
fis-4119	79	7	the	the	DET
fis-4119	79	8	cfrp	cfrp	NOUN
fis-4119	79	9	rebar	rebar	NOUN
fis-4119	79	10	as	as	ADP
fis-4119	79	11	reinforcement	reinforcement	NOUN
fis-4119	79	12	bars	bar	NOUN
fis-4119	79	13	of	of	ADP
fis-4119	79	14	diameter	diameter	NOUN
fis-4119	79	15	4	4	NUM
fis-4119	79	16	mm	mm	NOUN
fis-4119	79	17	,	,	PUNCT
fis-4119	79	18	as	as	SCONJ
fis-4119	79	19	shown	show	VERB
fis-4119	79	20	in	in	ADP
fis-4119	79	21	tab	tab	NOUN
fis-4119	79	22	.	.	PUNCT
fis-4119	79	23	2	2	NUM
fis-4119	79	24	and	and	CCONJ
fis-4119	79	25	fig	fig	NOUN
fis-4119	79	26	.	.	PUNCT
fis-4119	80	1	2	2	X
fis-4119	80	2	.	.	X
fis-4119	80	3	specimen	speciman	NOUN
fis-4119	80	4	diameter	diameter	NOUN
fis-4119	80	5	(	(	PUNCT
fis-4119	80	6	mm	mm	NOUN
fis-4119	80	7	)	)	PUNCT
fis-4119	80	8	yield	yield	NOUN
fis-4119	81	1	load(kn	load(kn	ADJ
fis-4119	81	2	)	)	PUNCT
fis-4119	81	3	yield	yield	NOUN
fis-4119	81	4	strength	strength	NOUN
fis-4119	81	5	(	(	PUNCT
fis-4119	81	6	mpa	mpa	PROPN
fis-4119	81	7	)	)	PUNCT
fis-4119	81	8	ultimate	ultimate	ADJ
fis-4119	81	9	load(kn	load(kn	ADJ
fis-4119	81	10	)	)	PUNCT
fis-4119	81	11	tensile	tensile	NOUN
fis-4119	81	12	strength	strength	NOUN
fis-4119	81	13	(	(	PUNCT
fis-4119	81	14	mpa	mpa	NOUN
fis-4119	81	15	)	)	PUNCT
fis-4119	81	16	tensile	tensile	NOUN
fis-4119	81	17	strain	strain	NOUN
fis-4119	81	18	at	at	ADP
fis-4119	81	19	ultimate	ultimate	ADJ
fis-4119	81	20	load	load	NOUN
fis-4119	81	21	(	(	PUNCT
fis-4119	81	22	%	%	INTJ
fis-4119	81	23	)	)	PUNCT
fis-4119	81	24	tensile	tensile	NOUN
fis-4119	81	25	strain	strain	NOUN
fis-4119	81	26	at	at	ADP
fis-4119	81	27	yield	yield	NOUN
fis-4119	81	28	load	load	NOUN
fis-4119	81	29	(	(	PUNCT
fis-4119	81	30	%	%	INTJ
fis-4119	81	31	)	)	PUNCT
fis-4119	81	32	elastic	elastic	ADJ
fis-4119	81	33	tensile	tensile	NOUN
fis-4119	81	34	modulus	modulus	NOUN
fis-4119	81	35	(	(	PUNCT
fis-4119	81	36	gpa	gpa	PROPN
fis-4119	81	37	)	)	PUNCT
fis-4119	81	38	cfrp	cfrp	PROPN
fis-4119	81	39	4	4	NUM
fis-4119	81	40	20.095	20.095	NUM
fis-4119	81	41	1600	1600	NUM
fis-4119	81	42	1.32	1.32	NUM
fis-4119	81	43	121	121	NUM
fis-4119	81	44	steel	steel	NOUN
fis-4119	81	45	4	4	NUM
fis-4119	81	46	5.024	5.024	NUM
fis-4119	81	47	400	400	NUM
fis-4119	81	48	7.536	7.536	NUM
fis-4119	81	49	600	600	NUM
fis-4119	81	50	8.5	8.5	NUM
fis-4119	81	51	0.3	0.3	NUM
fis-4119	81	52	200	200	NUM
fis-4119	81	53	table	table	NOUN
fis-4119	81	54	2	2	NUM
fis-4119	81	55	:	:	PUNCT
fis-4119	81	56	mechanical	mechanical	ADJ
fis-4119	81	57	properties	property	NOUN
fis-4119	81	58	of	of	ADP
fis-4119	81	59	steel	steel	NOUN
fis-4119	81	60	and	and	CCONJ
fis-4119	81	61	cfrp	cfrp	NOUN
fis-4119	81	62	rebar	rebar	NOUN
fis-4119	81	63	.	.	PUNCT
fis-4119	82	1	t	t	PROPN
fis-4119	82	2	m.	m.	NOUN
fis-4119	82	3	zaglal	zaglal	PROPN
fis-4119	82	4	et	et	PROPN
fis-4119	82	5	alii	alii	PROPN
fis-4119	82	6	,	,	PUNCT
fis-4119	82	7	frattura	frattura	PROPN
fis-4119	82	8	ed	ed	PROPN
fis-4119	82	9	integrità	integrità	PROPN
fis-4119	82	10	strutturale	strutturale	PROPN
fis-4119	82	11	,	,	PUNCT
fis-4119	82	12	66	66	NUM
fis-4119	82	13	(	(	PUNCT
fis-4119	82	14	2023	2023	NUM
fis-4119	82	15	)	)	PUNCT
fis-4119	82	16	1	1	NUM
fis-4119	82	17	-	-	SYM
fis-4119	82	18	16	16	NUM
fis-4119	82	19	;	;	PUNCT
fis-4119	82	20	doi	doi	NOUN
fis-4119	82	21	:	:	PUNCT
fis-4119	82	22	10.3221	10.3221	NUM
fis-4119	82	23	/	/	SYM
fis-4119	82	24	igf	igf	PROPN
fis-4119	82	25	-	-	ADJ
fis-4119	82	26	esis.66.01	esis.66.01	PROPN
fis-4119	82	27	4	4	NUM
fis-4119	82	28	a	a	NOUN
fis-4119	82	29	)	)	PUNCT
fis-4119	82	30	brick	brick	NOUN
fis-4119	82	31	mold	mold	NOUN
fis-4119	82	32	b	b	NOUN
fis-4119	82	33	)	)	PUNCT
fis-4119	82	34	brick	brick	NOUN
fis-4119	82	35	after	after	ADP
fis-4119	82	36	curing	cure	VERB
fis-4119	82	37	c	c	NOUN
fis-4119	82	38	)	)	PUNCT
fis-4119	82	39	concrete	concrete	ADJ
fis-4119	82	40	cube	cube	NOUN
fis-4119	82	41	samples	sample	NOUN
fis-4119	82	42	d	d	NOUN
fis-4119	82	43	)	)	PUNCT
fis-4119	82	44	masonry	masonry	NOUN
fis-4119	82	45	cubes	cubes	NOUN
fis-4119	82	46	samples	sample	NOUN
fis-4119	82	47	e	e	NOUN
fis-4119	82	48	)	)	PUNCT
fis-4119	82	49	masonry	masonry	NOUN
fis-4119	82	50	prism	prism	NOUN
fis-4119	82	51	samples	sample	NOUN
fis-4119	82	52	figure	figure	VERB
fis-4119	82	53	1	1	NUM
fis-4119	82	54	:	:	PUNCT
fis-4119	82	55	samples	sample	NOUN
fis-4119	82	56	casting	cast	VERB
fis-4119	82	57	;	;	PUNCT
fis-4119	82	58	a	a	X
fis-4119	82	59	)	)	PUNCT
fis-4119	82	60	casting	cast	VERB
fis-4119	82	61	brick	brick	NOUN
fis-4119	82	62	samples	sample	NOUN
fis-4119	82	63	,	,	PUNCT
fis-4119	82	64	b	b	X
fis-4119	82	65	)	)	PUNCT
fis-4119	82	66	bricks	brick	NOUN
fis-4119	82	67	after	after	ADP
fis-4119	82	68	curing	cure	VERB
fis-4119	82	69	,	,	PUNCT
fis-4119	82	70	c	c	NOUN
fis-4119	82	71	)	)	PUNCT
fis-4119	82	72	concrete	concrete	ADJ
fis-4119	82	73	cubes	cube	NOUN
fis-4119	82	74	,	,	PUNCT
fis-4119	82	75	d	d	X
fis-4119	82	76	)	)	PUNCT
fis-4119	82	77	masonry	masonry	NOUN
fis-4119	82	78	cube	cube	NOUN
fis-4119	82	79	samples	sample	NOUN
fis-4119	82	80	,	,	PUNCT
fis-4119	82	81	e	e	NOUN
fis-4119	82	82	)	)	PUNCT
fis-4119	82	83	masonry	masonry	NOUN
fis-4119	82	84	prism	prism	NOUN
fis-4119	82	85	samples	sample	NOUN
fis-4119	82	86	.	.	PUNCT
fis-4119	83	1	figure	figure	NOUN
fis-4119	83	2	2	2	NUM
fis-4119	83	3	:	:	PUNCT
fis-4119	83	4	the	the	DET
fis-4119	83	5	stress	stress	NOUN
fis-4119	83	6	-	-	PUNCT
fis-4119	83	7	strain	strain	NOUN
fis-4119	83	8	curve	curve	NOUN
fis-4119	83	9	for	for	ADP
fis-4119	83	10	reinforcement	reinforcement	NOUN
fis-4119	83	11	bars	bar	NOUN
fis-4119	83	12	.	.	PUNCT
fis-4119	84	1	0	0	NUM
fis-4119	85	1	200	200	NUM
fis-4119	85	2	400	400	NUM
fis-4119	85	3	600	600	NUM
fis-4119	85	4	800	800	NUM
fis-4119	85	5	1000	1000	NUM
fis-4119	85	6	1200	1200	NUM
fis-4119	85	7	1400	1400	NUM
fis-4119	85	8	1600	1600	NUM
fis-4119	85	9	1800	1800	NUM
fis-4119	85	10	0	0	SYM
fis-4119	85	11	2	2	NUM
fis-4119	85	12	4	4	NUM
fis-4119	85	13	6	6	NUM
fis-4119	85	14	8	8	NUM
fis-4119	85	15	10	10	NUM
fis-4119	85	16	12	12	NUM
fis-4119	85	17	14	14	NUM
fis-4119	85	18	16	16	NUM
fis-4119	85	19	s	s	NOUN
fis-4119	85	20	te	te	INTJ
fis-4119	85	21	rs	rs	PROPN
fis-4119	85	22	s	s	PROPN
fis-4119	85	23	(	(	PUNCT
fis-4119	85	24	m	m	PROPN
fis-4119	85	25	p	p	NOUN
fis-4119	85	26	a	a	PRON
fis-4119	85	27	)	)	PUNCT
fis-4119	85	28	strain	strain	NOUN
fis-4119	85	29	*	*	SYM
fis-4119	85	30	10	10	NUM
fis-4119	85	31	-	-	SYM
fis-4119	85	32	2	2	NUM
fis-4119	85	33	steel	steel	NOUN
fis-4119	85	34	cfrp	cfrp	NOUN
fis-4119	85	35	m.	m.	NOUN
fis-4119	85	36	zaglal	zaglal	PROPN
fis-4119	85	37	et	et	PROPN
fis-4119	85	38	alii	alii	PROPN
fis-4119	85	39	,	,	PUNCT
fis-4119	85	40	frattura	frattura	PROPN
fis-4119	85	41	ed	ed	PROPN
fis-4119	85	42	integrità	integrità	PROPN
fis-4119	85	43	strutturale	strutturale	PROPN
fis-4119	85	44	,	,	PUNCT
fis-4119	85	45	66	66	NUM
fis-4119	85	46	(	(	PUNCT
fis-4119	85	47	2023	2023	NUM
fis-4119	85	48	)	)	PUNCT
fis-4119	85	49	1	1	NUM
fis-4119	85	50	-	-	SYM
fis-4119	85	51	16	16	NUM
fis-4119	85	52	;	;	PUNCT
fis-4119	85	53	doi	doi	NOUN
fis-4119	85	54	:	:	PUNCT
fis-4119	85	55	10.3221	10.3221	NUM
fis-4119	85	56	/	/	SYM
fis-4119	85	57	igf	igf	PROPN
fis-4119	85	58	-	-	ADJ
fis-4119	85	59	esis.66.01	esis.66.01	ADJ
fis-4119	85	60	5	5	NUM
fis-4119	85	61	concrete	concrete	ADJ
fis-4119	85	62	compression	compression	NOUN
fis-4119	85	63	strength	strength	NOUN
fis-4119	85	64	tests	test	VERB
fis-4119	85	65	average	average	ADJ
fis-4119	85	66	compressive	compressive	ADJ
fis-4119	85	67	strength	strength	NOUN
fis-4119	85	68	at	at	ADP
fis-4119	85	69	25	25	NUM
fis-4119	85	70	mpa	mpa	NOUN
fis-4119	85	71	was	be	AUX
fis-4119	85	72	obtained	obtain	VERB
fis-4119	85	73	by	by	ADP
fis-4119	85	74	testing	test	VERB
fis-4119	85	75	three	three	NUM
fis-4119	85	76	concrete	concrete	ADJ
fis-4119	85	77	cubes	cube	NOUN
fis-4119	85	78	with	with	ADP
fis-4119	85	79	dimensions	dimension	NOUN
fis-4119	85	80	of	of	ADP
fis-4119	85	81	100	100	NUM
fis-4119	85	82	x	x	SYM
fis-4119	85	83	100	100	NUM
fis-4119	85	84	x	x	SYM
fis-4119	85	85	100	100	NUM
fis-4119	85	86	mm	mm	NOUN
fis-4119	85	87	after	after	ADP
fis-4119	85	88	28	28	NUM
fis-4119	85	89	days	day	NOUN
fis-4119	85	90	,	,	PUNCT
fis-4119	85	91	as	as	SCONJ
fis-4119	85	92	shown	show	VERB
fis-4119	85	93	in	in	ADP
fis-4119	85	94	tab	tab	NOUN
fis-4119	85	95	.	.	PUNCT
fis-4119	86	1	3	3	X
fis-4119	86	2	.	.	X
fis-4119	86	3	a	a	DET
fis-4119	86	4	hydraulic	hydraulic	ADJ
fis-4119	86	5	testing	testing	NOUN
fis-4119	86	6	machine	machine	NOUN
fis-4119	86	7	of	of	ADP
fis-4119	86	8	capacity	capacity	NOUN
fis-4119	86	9	2000	2000	NUM
fis-4119	86	10	kn	kn	NOUN
fis-4119	86	11	and	and	CCONJ
fis-4119	86	12	rate	rate	NOUN
fis-4119	86	13	of	of	ADP
fis-4119	86	14	loading	load	VERB
fis-4119	86	15	0.30	0.30	NUM
fis-4119	86	16	±	±	NUM
fis-4119	86	17	0.05	0.05	NUM
fis-4119	86	18	n/(mm2.s	n/(mm2.s	NOUN
fis-4119	86	19	)	)	PUNCT
fis-4119	86	20	is	be	AUX
fis-4119	86	21	adopted	adopt	VERB
fis-4119	86	22	for	for	ADP
fis-4119	86	23	compressive	compressive	ADJ
fis-4119	86	24	strength	strength	NOUN
fis-4119	86	25	.	.	PUNCT
fis-4119	87	1	the	the	DET
fis-4119	87	2	compressive	compressive	ADJ
fis-4119	87	3	strength	strength	NOUN
fis-4119	87	4	was	be	AUX
fis-4119	87	5	calculated	calculate	VERB
fis-4119	87	6	by	by	ADP
fis-4119	87	7	average	average	NOUN
fis-4119	87	8	for	for	ADP
fis-4119	87	9	three	three	NUM
fis-4119	87	10	identical	identical	ADJ
fis-4119	87	11	cubes	cube	NOUN
fis-4119	87	12	by	by	ADP
fis-4119	87	13	dividing	divide	VERB
fis-4119	87	14	the	the	DET
fis-4119	87	15	ultimate	ultimate	ADJ
fis-4119	87	16	test	test	NOUN
fis-4119	87	17	failure	failure	NOUN
fis-4119	87	18	load	load	NOUN
fis-4119	87	19	by	by	ADP
fis-4119	87	20	the	the	DET
fis-4119	87	21	cross	cross	ADJ
fis-4119	87	22	-	-	ADJ
fis-4119	87	23	section	section	ADJ
fis-4119	87	24	zone	zone	NOUN
fis-4119	87	25	of	of	ADP
fis-4119	87	26	the	the	DET
fis-4119	87	27	test	test	NOUN
fis-4119	87	28	specimens	specimen	NOUN
fis-4119	87	29	.	.	PUNCT
fis-4119	88	1	a	a	DET
fis-4119	88	2	compression	compression	NOUN
fis-4119	88	3	test	test	NOUN
fis-4119	88	4	is	be	AUX
fis-4119	88	5	conducted	conduct	VERB
fis-4119	88	6	according	accord	VERB
fis-4119	88	7	to	to	ADP
fis-4119	88	8	bs	bs	PROPN
fis-4119	88	9	1881	1881	NUM
fis-4119	88	10	-	-	SYM
fis-4119	88	11	116	116	NUM
fis-4119	89	1	[	[	X
fis-4119	89	2	21	21	NUM
fis-4119	89	3	]	]	PUNCT
fis-4119	89	4	.	.	PUNCT
fis-4119	90	1	figs	fig	NOUN
fis-4119	90	2	.	.	PUNCT
fis-4119	91	1	3a	3a	NUM
fis-4119	91	2	and	and	CCONJ
fis-4119	91	3	3e	3e	NUM
fis-4119	91	4	show	show	VERB
fis-4119	91	5	the	the	DET
fis-4119	91	6	compressive	compressive	ADJ
fis-4119	91	7	strength	strength	NOUN
fis-4119	91	8	test	test	NOUN
fis-4119	91	9	specimens	specimen	NOUN
fis-4119	91	10	and	and	CCONJ
fis-4119	91	11	machine	machine	NOUN
fis-4119	91	12	used	use	VERB
fis-4119	91	13	for	for	ADP
fis-4119	91	14	tests	test	NOUN
fis-4119	91	15	.	.	PUNCT
fis-4119	92	1	no	no	PRON
fis-4119	92	2	of	of	ADP
fis-4119	92	3	specimens	specimen	NOUN
fis-4119	92	4	dimensions	dimension	NOUN
fis-4119	92	5	(	(	PUNCT
fis-4119	92	6	mm	mm	NOUN
fis-4119	92	7	)	)	PUNCT
fis-4119	92	8	area	area	NOUN
fis-4119	92	9	(	(	PUNCT
fis-4119	92	10	mm)2	mm)2	PROPN
fis-4119	92	11	load	load	NOUN
fis-4119	92	12	(	(	PUNCT
fis-4119	92	13	n	n	CCONJ
fis-4119	92	14	)	)	PUNCT
fis-4119	92	15	stress	stress	NOUN
fis-4119	92	16	(	(	PUNCT
fis-4119	92	17	mpa	mpa	NOUN
fis-4119	92	18	)	)	PUNCT
fis-4119	92	19	strain	strain	NOUN
fis-4119	92	20	(	(	PUNCT
fis-4119	92	21	%	%	INTJ
fis-4119	92	22	)	)	PUNCT
fis-4119	92	23	modulus	modulus	NOUN
fis-4119	92	24	of	of	ADP
fis-4119	92	25	elasticity	elasticity	NOUN
fis-4119	92	26	(	(	PUNCT
fis-4119	92	27	mpa	mpa	PROPN
fis-4119	92	28	)	)	PUNCT
fis-4119	92	29	1	1	NUM
fis-4119	92	30	100x100x100	100x100x100	NUM
fis-4119	92	31	10000	10000	NUM
fis-4119	92	32	250000	250000	NUM
fis-4119	92	33	25	25	NUM
fis-4119	92	34	0.2385	0.2385	NUM
fis-4119	92	35	10485	10485	NUM
fis-4119	92	36	2	2	NUM
fis-4119	92	37	245000	245000	NUM
fis-4119	92	38	24.5	24.5	NUM
fis-4119	92	39	0.2368	0.2368	NUM
fis-4119	92	40	10345	10345	NUM
fis-4119	92	41	3	3	NUM
fis-4119	92	42	253000	253000	NUM
fis-4119	92	43	25.3	25.3	NUM
fis-4119	92	44	0.2371	0.2371	NUM
fis-4119	92	45	10670	10670	NUM
fis-4119	92	46	average	average	ADJ
fis-4119	92	47	249000	249000	NUM
fis-4119	92	48	25	25	NUM
fis-4119	92	49	0.2375	0.2375	NUM
fis-4119	92	50	10500	10500	NUM
fis-4119	92	51	table	table	NOUN
fis-4119	92	52	3	3	NUM
fis-4119	92	53	:	:	PUNCT
fis-4119	92	54	mechanical	mechanical	ADJ
fis-4119	92	55	properties	property	NOUN
fis-4119	92	56	of	of	ADP
fis-4119	92	57	concrete	concrete	ADJ
fis-4119	92	58	cube	cube	NOUN
fis-4119	92	59	.	.	PUNCT
fis-4119	93	1	equivalent	equivalent	ADJ
fis-4119	93	2	mechanical	mechanical	ADJ
fis-4119	93	3	properties	property	NOUN
fis-4119	93	4	tests	test	VERB
fis-4119	93	5	the	the	DET
fis-4119	93	6	compressive	compressive	ADJ
fis-4119	93	7	tests	test	NOUN
fis-4119	93	8	were	be	AUX
fis-4119	93	9	carried	carry	VERB
fis-4119	93	10	out	out	ADP
fis-4119	93	11	on	on	ADP
fis-4119	93	12	six	six	NUM
fis-4119	93	13	masonry	masonry	NOUN
fis-4119	93	14	cubes	cube	NOUN
fis-4119	93	15	with	with	ADP
fis-4119	93	16	dimensions	dimension	NOUN
fis-4119	93	17	of	of	ADP
fis-4119	93	18	200	200	NUM
fis-4119	93	19	x	x	SYM
fis-4119	93	20	200	200	NUM
fis-4119	93	21	x	x	SYM
fis-4119	93	22	200	200	NUM
fis-4119	93	23	mm	mm	NOUN
fis-4119	93	24	after	after	ADP
fis-4119	93	25	28	28	NUM
fis-4119	93	26	days	day	NOUN
fis-4119	93	27	to	to	PART
fis-4119	93	28	determine	determine	VERB
fis-4119	93	29	the	the	DET
fis-4119	93	30	equivalent	equivalent	ADJ
fis-4119	93	31	material	material	NOUN
fis-4119	93	32	's	's	PART
fis-4119	93	33	compressive	compressive	ADJ
fis-4119	93	34	strength	strength	NOUN
fis-4119	93	35	and	and	CCONJ
fis-4119	93	36	modulus	modulus	NOUN
fis-4119	93	37	of	of	ADP
fis-4119	93	38	elasticity	elasticity	NOUN
fis-4119	93	39	,	,	PUNCT
fis-4119	93	40	as	as	SCONJ
fis-4119	93	41	shown	show	VERB
fis-4119	93	42	in	in	ADP
fis-4119	93	43	tab	tab	NOUN
fis-4119	93	44	.	.	PUNCT
fis-4119	94	1	4	4	X
fis-4119	94	2	.	.	X
fis-4119	94	3	a	a	DET
fis-4119	94	4	hydraulic	hydraulic	ADJ
fis-4119	94	5	testing	testing	NOUN
fis-4119	94	6	machine	machine	NOUN
fis-4119	94	7	with	with	ADP
fis-4119	94	8	a	a	DET
fis-4119	94	9	capacity	capacity	NOUN
fis-4119	94	10	of	of	ADP
fis-4119	94	11	1500	1500	NUM
fis-4119	94	12	kn	kn	NOUN
fis-4119	94	13	and	and	CCONJ
fis-4119	94	14	a	a	DET
fis-4119	94	15	loading	loading	NOUN
fis-4119	94	16	rate	rate	NOUN
fis-4119	94	17	of	of	ADP
fis-4119	94	18	100	100	NUM
fis-4119	94	19	kn	kn	PROPN
fis-4119	94	20	/	/	SYM
fis-4119	94	21	sec	sec	PROPN
fis-4119	94	22	is	be	AUX
fis-4119	94	23	adopted	adopt	VERB
fis-4119	94	24	for	for	ADP
fis-4119	94	25	compressive	compressive	ADJ
fis-4119	94	26	strength	strength	NOUN
fis-4119	94	27	.	.	PUNCT
fis-4119	95	1	the	the	DET
fis-4119	95	2	compression	compression	NOUN
fis-4119	95	3	strength	strength	NOUN
fis-4119	95	4	(	(	PUNCT
fis-4119	95	5	mf	mf	X
fis-4119	95	6	)	)	PUNCT
fis-4119	95	7	was	be	AUX
fis-4119	95	8	calculated	calculate	VERB
fis-4119	95	9	by	by	ADP
fis-4119	95	10	dividing	divide	VERB
fis-4119	95	11	the	the	DET
fis-4119	95	12	ultimate	ultimate	ADJ
fis-4119	95	13	test	test	NOUN
fis-4119	95	14	failure	failure	NOUN
fis-4119	95	15	load	load	NOUN
fis-4119	95	16	by	by	ADP
fis-4119	95	17	the	the	DET
fis-4119	95	18	cross	cross	ADJ
fis-4119	95	19	-	-	ADJ
fis-4119	95	20	section	section	ADJ
fis-4119	95	21	zone	zone	NOUN
fis-4119	95	22	of	of	ADP
fis-4119	95	23	the	the	DET
fis-4119	95	24	test	test	NOUN
fis-4119	95	25	specimens	specimen	NOUN
fis-4119	95	26	.	.	PUNCT
fis-4119	96	1	figs	fig	NOUN
fis-4119	96	2	.	.	PUNCT
fis-4119	97	1	3b	3b	NOUN
fis-4119	97	2	and	and	CCONJ
fis-4119	97	3	3d	3d	PROPN
fis-4119	97	4	show	show	VERB
fis-4119	97	5	the	the	DET
fis-4119	97	6	compressive	compressive	ADJ
fis-4119	97	7	strength	strength	NOUN
fis-4119	97	8	test	test	NOUN
fis-4119	97	9	specimens	specimen	NOUN
fis-4119	97	10	and	and	CCONJ
fis-4119	97	11	the	the	DET
fis-4119	97	12	stress	stress	NOUN
fis-4119	97	13	-	-	PUNCT
fis-4119	97	14	strain	strain	NOUN
fis-4119	97	15	curve	curve	NOUN
fis-4119	97	16	.	.	PUNCT
fis-4119	98	1	no	no	DET
fis-4119	98	2	of	of	ADP
fis-4119	98	3	specimens	specimen	NOUN
fis-4119	98	4	dimensions	dimension	NOUN
fis-4119	98	5	(	(	PUNCT
fis-4119	98	6	mm	mm	NOUN
fis-4119	98	7	)	)	PUNCT
fis-4119	98	8	area	area	NOUN
fis-4119	98	9	(	(	PUNCT
fis-4119	98	10	mm)2	mm)2	PROPN
fis-4119	98	11	load	load	NOUN
fis-4119	98	12	(	(	PUNCT
fis-4119	98	13	n	n	CCONJ
fis-4119	98	14	)	)	PUNCT
fis-4119	98	15	stress	stress	NOUN
fis-4119	98	16	(	(	PUNCT
fis-4119	98	17	mpa	mpa	NOUN
fis-4119	98	18	)	)	PUNCT
fis-4119	98	19	strain	strain	NOUN
fis-4119	98	20	(	(	PUNCT
fis-4119	98	21	%	%	INTJ
fis-4119	98	22	)	)	PUNCT
fis-4119	98	23	modulus	modulus	NOUN
fis-4119	98	24	of	of	ADP
fis-4119	98	25	elasticity	elasticity	NOUN
fis-4119	98	26	(	(	PUNCT
fis-4119	98	27	mpa	mpa	PROPN
fis-4119	98	28	)	)	PUNCT
fis-4119	98	29	1	1	NUM
fis-4119	98	30	200	200	NUM
fis-4119	98	31	x	x	SYM
fis-4119	98	32	200	200	NUM
fis-4119	98	33	x	x	SYM
fis-4119	98	34	200	200	NUM
fis-4119	98	35	40000	40000	NUM
fis-4119	98	36	950000	950000	NUM
fis-4119	98	37	24	24	NUM
fis-4119	98	38	1.3660	1.3660	NUM
fis-4119	98	39	1757	1757	NUM
fis-4119	98	40	2	2	NUM
fis-4119	98	41	820000	820000	NUM
fis-4119	98	42	20.5	20.5	NUM
fis-4119	98	43	1.4898	1.4898	NUM
fis-4119	98	44	1376	1376	NUM
fis-4119	98	45	3	3	NUM
fis-4119	98	46	750000	750000	NUM
fis-4119	98	47	18.75	18.75	NUM
fis-4119	98	48	1.1890	1.1890	NUM
fis-4119	98	49	1577	1577	NUM
fis-4119	98	50	4	4	NUM
fis-4119	98	51	920000	920000	NUM
fis-4119	98	52	23	23	NUM
fis-4119	99	1	1.2749	1.2749	NUM
fis-4119	99	2	1804	1804	NUM
fis-4119	99	3	5	5	NUM
fis-4119	99	4	840000	840000	NUM
fis-4119	99	5	21	21	NUM
fis-4119	99	6	1.2331	1.2331	NUM
fis-4119	99	7	1703	1703	NUM
fis-4119	99	8	6	6	NUM
fis-4119	99	9	770000	770000	NUM
fis-4119	99	10	19.25	19.25	NUM
fis-4119	99	11	1.0821	1.0821	NUM
fis-4119	99	12	1779	1779	NUM
fis-4119	99	13	average	average	ADJ
fis-4119	99	14	40000	40000	NUM
fis-4119	99	15	841667	841667	NUM
fis-4119	99	16	21	21	NUM
fis-4119	99	17	1.2655	1.2655	NUM
fis-4119	99	18	1666	1666	NUM
fis-4119	99	19	table	table	NOUN
fis-4119	99	20	4	4	NUM
fis-4119	99	21	:	:	PUNCT
fis-4119	99	22	mechanical	mechanical	ADJ
fis-4119	99	23	properties	property	NOUN
fis-4119	99	24	of	of	ADP
fis-4119	99	25	masonry	masonry	NOUN
fis-4119	99	26	cubes	cube	VERB
fis-4119	99	27	a	a	PRON
fis-4119	99	28	)	)	PUNCT
fis-4119	99	29	concrete	concrete	ADJ
fis-4119	99	30	cube	cube	NOUN
fis-4119	99	31	b	b	NOUN
fis-4119	99	32	)	)	PUNCT
fis-4119	99	33	masonry	masonry	NOUN
fis-4119	99	34	cube	cube	NOUN
fis-4119	99	35	c	c	PROPN
fis-4119	99	36	)	)	PUNCT
fis-4119	99	37	masonry	masonry	NOUN
fis-4119	99	38	prism	prism	NOUN
fis-4119	99	39	m.	m.	NOUN
fis-4119	99	40	zaglal	zaglal	PROPN
fis-4119	99	41	et	et	PROPN
fis-4119	99	42	alii	alii	PROPN
fis-4119	99	43	,	,	PUNCT
fis-4119	99	44	frattura	frattura	PROPN
fis-4119	99	45	ed	ed	PROPN
fis-4119	99	46	integrità	integrità	PROPN
fis-4119	99	47	strutturale	strutturale	PROPN
fis-4119	99	48	,	,	PUNCT
fis-4119	99	49	66	66	NUM
fis-4119	99	50	(	(	PUNCT
fis-4119	99	51	2023	2023	NUM
fis-4119	99	52	)	)	PUNCT
fis-4119	99	53	1	1	NUM
fis-4119	99	54	-	-	SYM
fis-4119	99	55	16	16	NUM
fis-4119	99	56	;	;	PUNCT
fis-4119	99	57	doi	doi	NOUN
fis-4119	99	58	:	:	PUNCT
fis-4119	99	59	10.3221	10.3221	NUM
fis-4119	99	60	/	/	SYM
fis-4119	99	61	igf	igf	PROPN
fis-4119	99	62	-	-	ADJ
fis-4119	99	63	esis.66.01	esis.66.01	ADJ
fis-4119	99	64	6	6	NUM
fis-4119	99	65	figure	figure	NOUN
fis-4119	99	66	3	3	NUM
fis-4119	99	67	:	:	PUNCT
fis-4119	99	68	samples	sample	NOUN
fis-4119	99	69	testing	testing	NOUN
fis-4119	99	70	;	;	PUNCT
fis-4119	99	71	a	a	X
fis-4119	99	72	)	)	PUNCT
fis-4119	99	73	failure	failure	NOUN
fis-4119	99	74	of	of	ADP
fis-4119	99	75	concrete	concrete	ADJ
fis-4119	99	76	cubes	cube	NOUN
fis-4119	99	77	,	,	PUNCT
fis-4119	99	78	b	b	NOUN
fis-4119	99	79	)	)	PUNCT
fis-4119	99	80	failure	failure	NOUN
fis-4119	99	81	of	of	ADP
fis-4119	99	82	masonry	masonry	NOUN
fis-4119	99	83	cube	cube	NOUN
fis-4119	99	84	,	,	PUNCT
fis-4119	99	85	c	c	NOUN
fis-4119	99	86	)	)	PUNCT
fis-4119	99	87	failure	failure	NOUN
fis-4119	99	88	of	of	ADP
fis-4119	99	89	masonry	masonry	NOUN
fis-4119	99	90	prism	prism	NOUN
fis-4119	99	91	,	,	PUNCT
fis-4119	99	92	d	d	X
fis-4119	99	93	)	)	PUNCT
fis-4119	99	94	stress	stress	NOUN
fis-4119	99	95	-	-	PUNCT
fis-4119	99	96	strain	strain	NOUN
fis-4119	99	97	curve	curve	NOUN
fis-4119	99	98	,	,	PUNCT
fis-4119	99	99	and	and	CCONJ
fis-4119	99	100	e	e	X
fis-4119	99	101	)	)	PUNCT
fis-4119	99	102	testing	testing	NOUN
fis-4119	99	103	machines	machine	NOUN
fis-4119	99	104	.	.	PUNCT
fis-4119	100	1	three	three	NUM
fis-4119	100	2	-	-	PUNCT
fis-4119	100	3	point	point	NOUN
fis-4119	100	4	bending	bend	VERB
fis-4119	100	5	tests	test	NOUN
fis-4119	100	6	were	be	AUX
fis-4119	100	7	carried	carry	VERB
fis-4119	100	8	out	out	ADP
fis-4119	100	9	on	on	ADP
fis-4119	100	10	three	three	NUM
fis-4119	100	11	masonry	masonry	NOUN
fis-4119	100	12	prisms	prism	NOUN
fis-4119	100	13	with	with	ADP
fis-4119	100	14	dimensions	dimension	NOUN
fis-4119	100	15	of	of	ADP
fis-4119	100	16	95	95	NUM
fis-4119	100	17	x	x	SYM
fis-4119	100	18	200	200	NUM
fis-4119	100	19	x	x	SYM
fis-4119	100	20	530	530	NUM
fis-4119	100	21	mm	mm	NOUN
fis-4119	100	22	after	after	ADP
fis-4119	100	23	28	28	NUM
fis-4119	100	24	days	day	NOUN
fis-4119	100	25	.	.	PUNCT
fis-4119	101	1	fig.s	fig.s	PROPN
fis-4119	101	2	3c	3c	NUM
fis-4119	101	3	and	and	CCONJ
fis-4119	101	4	3e	3e	NUM
fis-4119	101	5	show	show	VERB
fis-4119	101	6	the	the	DET
fis-4119	101	7	flexure	flexure	NOUN
fis-4119	101	8	strength	strength	NOUN
fis-4119	101	9	test	test	NOUN
fis-4119	101	10	specimens	specimen	NOUN
fis-4119	101	11	and	and	CCONJ
fis-4119	101	12	the	the	DET
fis-4119	101	13	machine	machine	NOUN
fis-4119	101	14	used	use	VERB
fis-4119	101	15	for	for	ADP
fis-4119	101	16	tests	test	NOUN
fis-4119	101	17	.	.	PUNCT
fis-4119	102	1	in	in	ADP
fis-4119	102	2	this	this	DET
fis-4119	102	3	instance	instance	NOUN
fis-4119	102	4	,	,	PUNCT
fis-4119	102	5	the	the	DET
fis-4119	102	6	equivalent	equivalent	ADJ
fis-4119	102	7	material	material	NOUN
fis-4119	102	8	's	's	PART
fis-4119	102	9	tensile	tensile	NOUN
fis-4119	102	10	strength	strength	NOUN
fis-4119	102	11	is	be	AUX
fis-4119	102	12	determined	determine	VERB
fis-4119	102	13	using	use	VERB
fis-4119	102	14	eqn	eqn	NOUN
fis-4119	102	15	.	.	PUNCT
fis-4119	103	1	(	(	PUNCT
fis-4119	103	2	1	1	NUM
fis-4119	103	3	)	)	PUNCT
fis-4119	103	4	.	.	PUNCT
fis-4119	104	1	these	these	DET
fis-4119	104	2	specimens	specimen	NOUN
fis-4119	104	3	had	have	VERB
fis-4119	104	4	an	an	DET
fis-4119	104	5	average	average	ADJ
fis-4119	104	6	tensile	tensile	NOUN
fis-4119	104	7	strength	strength	NOUN
fis-4119	104	8	of	of	ADP
fis-4119	104	9	1.78	1.78	NUM
fis-4119	104	10	mpa	mpa	NOUN
fis-4119	104	11	.	.	PUNCT
fis-4119	105	1			PRON
fis-4119	105	2	  	  	SPACE
fis-4119	105	3	2	2	NUM
fis-4119	105	4	3	3	NUM
fis-4119	105	5	*	*	PUNCT
fis-4119	105	6	  	  	SPACE
fis-4119	105	7	*	*	PUNCT
fis-4119	105	8	   	   	SPACE
fis-4119	105	9	2	2	NUM
fis-4119	105	10	*	*	PUNCT
fis-4119	105	11	*	*	PUNCT
fis-4119	105	12	tb	tb	ADP
fis-4119	105	13	p	p	NOUN
fis-4119	105	14	l	l	NOUN
fis-4119	105	15	f	f	PROPN
fis-4119	106	1	b	b	PROPN
fis-4119	106	2	d	d	X
fis-4119	106	3	(	(	PUNCT
fis-4119	106	4	1	1	NUM
fis-4119	106	5	)	)	PUNCT
fis-4119	106	6	where	where	SCONJ
fis-4119	106	7	tbf	tbf	NOUN
fis-4119	106	8	is	be	AUX
fis-4119	106	9	the	the	DET
fis-4119	106	10	flexural	flexural	ADJ
fis-4119	106	11	strength	strength	NOUN
fis-4119	106	12	in	in	ADP
fis-4119	106	13	(	(	PUNCT
fis-4119	106	14	mpa	mpa	PROPN
fis-4119	106	15	)	)	PUNCT
fis-4119	106	16	,	,	PUNCT
fis-4119	106	17	p	p	PROPN
fis-4119	106	18	is	be	AUX
fis-4119	106	19	the	the	DET
fis-4119	106	20	failure	failure	NOUN
fis-4119	106	21	load	load	NOUN
fis-4119	106	22	in	in	ADP
fis-4119	106	23	(	(	PUNCT
fis-4119	106	24	kn	kn	PROPN
fis-4119	106	25	)	)	PUNCT
fis-4119	106	26	,	,	PUNCT
fis-4119	106	27	b	b	PROPN
fis-4119	106	28	is	be	AUX
fis-4119	106	29	the	the	DET
fis-4119	106	30	breadth	breadth	NOUN
fis-4119	106	31	of	of	ADP
fis-4119	106	32	the	the	DET
fis-4119	106	33	section	section	NOUN
fis-4119	106	34	in	in	ADP
fis-4119	106	35	(	(	PUNCT
fis-4119	106	36	mm	mm	PROPN
fis-4119	106	37	)	)	PUNCT
fis-4119	106	38	,	,	PUNCT
fis-4119	106	39	d	d	PROPN
fis-4119	106	40	is	be	AUX
fis-4119	106	41	the	the	DET
fis-4119	106	42	effective	effective	ADJ
fis-4119	106	43	depth	depth	NOUN
fis-4119	106	44	in	in	ADP
fis-4119	106	45	(	(	PUNCT
fis-4119	106	46	mm	mm	NOUN
fis-4119	106	47	)	)	PUNCT
fis-4119	106	48	,	,	PUNCT
fis-4119	106	49	and	and	CCONJ
fis-4119	106	50	l	l	NOUN
fis-4119	106	51	is	be	AUX
fis-4119	106	52	the	the	DET
fis-4119	106	53	span	span	NOUN
fis-4119	106	54	from	from	ADP
fis-4119	106	55	center	center	NOUN
fis-4119	106	56	to	to	PART
fis-4119	106	57	center	center	VERB
fis-4119	106	58	in	in	ADP
fis-4119	106	59	(	(	PUNCT
fis-4119	106	60	mm	mm	NOUN
fis-4119	106	61	)	)	PUNCT
fis-4119	106	62	.	.	PUNCT
fis-4119	107	1	masonry	masonry	NOUN
fis-4119	107	2	beams	beam	NOUN
fis-4119	107	3	’	'	PUNCT
fis-4119	107	4	tests	test	VERB
fis-4119	107	5	a	a	DET
fis-4119	107	6	bricklayer	bricklayer	NOUN
fis-4119	107	7	was	be	AUX
fis-4119	107	8	used	use	VERB
fis-4119	107	9	to	to	PART
fis-4119	107	10	conduct	conduct	VERB
fis-4119	107	11	the	the	DET
fis-4119	107	12	specimens	specimen	NOUN
fis-4119	107	13	,	,	PUNCT
fis-4119	107	14	considering	consider	VERB
fis-4119	107	15	the	the	DET
fis-4119	107	16	thickness	thickness	NOUN
fis-4119	107	17	of	of	ADP
fis-4119	107	18	the	the	DET
fis-4119	107	19	mortar	mortar	NOUN
fis-4119	107	20	for	for	ADP
fis-4119	107	21	all	all	DET
fis-4119	107	22	joints	joint	NOUN
fis-4119	107	23	.	.	PUNCT
fis-4119	108	1	three	three	NUM
fis-4119	108	2	beams	beam	NOUN
fis-4119	108	3	were	be	AUX
fis-4119	108	4	built	build	VERB
fis-4119	108	5	using	use	VERB
fis-4119	108	6	concrete	concrete	ADJ
fis-4119	108	7	bricks	brick	NOUN
fis-4119	108	8	.	.	PUNCT
fis-4119	109	1	sika	sika	PROPN
fis-4119	109	2	grout	grout	PROPN
fis-4119	109	3	was	be	AUX
fis-4119	109	4	used	use	VERB
fis-4119	109	5	as	as	ADP
fis-4119	109	6	the	the	DET
fis-4119	109	7	mortar	mortar	NOUN
fis-4119	109	8	between	between	ADP
fis-4119	109	9	the	the	DET
fis-4119	109	10	bricks	brick	NOUN
fis-4119	109	11	.	.	PUNCT
fis-4119	110	1	every	every	DET
fis-4119	110	2	beam	beam	NOUN
fis-4119	110	3	was	be	AUX
fis-4119	110	4	built	build	VERB
fis-4119	110	5	of	of	ADP
fis-4119	110	6	16	16	NUM
fis-4119	110	7	blocks	block	NOUN
fis-4119	110	8	,	,	PUNCT
fis-4119	110	9	and	and	CCONJ
fis-4119	110	10	a	a	DET
fis-4119	110	11	thickness	thickness	NOUN
fis-4119	110	12	of	of	ADP
fis-4119	110	13	10	10	NUM
fis-4119	110	14	mm	mm	NOUN
fis-4119	110	15	for	for	ADP
fis-4119	110	16	grout	grout	NOUN
fis-4119	110	17	between	between	ADP
fis-4119	110	18	rows	row	NOUN
fis-4119	110	19	of	of	ADP
fis-4119	110	20	bricks	brick	NOUN
fis-4119	110	21	was	be	AUX
fis-4119	110	22	used	use	VERB
fis-4119	110	23	.	.	PUNCT
fis-4119	111	1	the	the	DET
fis-4119	111	2	grade	grade	NOUN
fis-4119	111	3	of	of	ADP
fis-4119	111	4	the	the	DET
fis-4119	111	5	used	used	ADJ
fis-4119	111	6	grout	grout	NOUN
fis-4119	111	7	is	be	AUX
fis-4119	111	8	214n	214n	NUM
fis-4119	111	9	,	,	PUNCT
fis-4119	111	10	which	which	PRON
fis-4119	111	11	was	be	AUX
fis-4119	111	12	procured	procure	VERB
fis-4119	111	13	in	in	ADP
fis-4119	111	14	bags	bag	NOUN
fis-4119	111	15	weighing	weigh	VERB
fis-4119	111	16	25	25	NUM
fis-4119	111	17	kg	kg	NOUN
fis-4119	111	18	.	.	PUNCT
fis-4119	112	1	the	the	DET
fis-4119	112	2	bricks	brick	NOUN
fis-4119	112	3	were	be	AUX
fis-4119	112	4	stacked	stack	VERB
fis-4119	112	5	on	on	ADP
fis-4119	112	6	a	a	DET
fis-4119	112	7	flat	flat	ADJ
fis-4119	112	8	surface	surface	NOUN
fis-4119	112	9	and	and	CCONJ
fis-4119	112	10	closed	close	VERB
fis-4119	112	11	with	with	ADP
fis-4119	112	12	plywood	plywood	NOUN
fis-4119	112	13	on	on	ADP
fis-4119	112	14	three	three	NUM
fis-4119	112	15	sides	side	NOUN
fis-4119	112	16	only	only	ADV
fis-4119	112	17	.	.	PUNCT
fis-4119	113	1	longitudinal	longitudinal	ADJ
fis-4119	113	2	rebar	rebar	NOUN
fis-4119	113	3	was	be	AUX
fis-4119	113	4	placed	place	VERB
fis-4119	113	5	inside	inside	ADP
fis-4119	113	6	the	the	DET
fis-4119	113	7	two	two	NUM
fis-4119	113	8	holes	hole	NOUN
fis-4119	113	9	,	,	PUNCT
fis-4119	113	10	and	and	CCONJ
fis-4119	113	11	steel	steel	NOUN
fis-4119	113	12	stirrups	stirrup	NOUN
fis-4119	113	13	were	be	AUX
fis-4119	113	14	placed	place	VERB
fis-4119	113	15	inside	inside	ADP
fis-4119	113	16	the	the	DET
fis-4119	113	17	groove	groove	NOUN
fis-4119	113	18	.	.	PUNCT
fis-4119	114	1	the	the	DET
fis-4119	114	2	same	same	ADJ
fis-4119	114	3	214n	214n	NUM
fis-4119	114	4	grade	grade	NOUN
fis-4119	114	5	sika	sika	NOUN
fis-4119	114	6	grout	grout	NOUN
fis-4119	114	7	was	be	AUX
fis-4119	114	8	used	use	VERB
fis-4119	114	9	to	to	PART
fis-4119	114	10	fill	fill	VERB
fis-4119	114	11	the	the	DET
fis-4119	114	12	void	void	NOUN
fis-4119	114	13	around	around	ADP
fis-4119	114	14	the	the	DET
fis-4119	114	15	rebar	rebar	NOUN
fis-4119	114	16	.	.	PUNCT
fis-4119	115	1	the	the	DET
fis-4119	115	2	grout	grout	NOUN
fis-4119	115	3	's	's	PART
fis-4119	115	4	first	first	ADJ
fis-4119	115	5	layer	layer	NOUN
fis-4119	115	6	was	be	AUX
fis-4119	115	7	placed	place	VERB
fis-4119	115	8	to	to	PART
fis-4119	115	9	stack	stack	VERB
fis-4119	115	10	the	the	DET
fis-4119	115	11	second	second	ADJ
fis-4119	115	12	brick	brick	NOUN
fis-4119	115	13	and	and	CCONJ
fis-4119	115	14	fill	fill	VERB
fis-4119	115	15	the	the	DET
fis-4119	115	16	groove	groove	NOUN
fis-4119	115	17	,	,	PUNCT
fis-4119	115	18	and	and	CCONJ
fis-4119	115	19	so	so	ADV
fis-4119	115	20	on	on	ADV
fis-4119	115	21	.	.	PUNCT
fis-4119	116	1	this	this	DET
fis-4119	116	2	process	process	NOUN
fis-4119	116	3	continued	continue	VERB
fis-4119	116	4	until	until	SCONJ
fis-4119	116	5	16	16	NUM
fis-4119	116	6	bricks	brick	NOUN
fis-4119	116	7	were	be	AUX
fis-4119	116	8	placed	place	VERB
fis-4119	116	9	and	and	CCONJ
fis-4119	116	10	cured	cure	VERB
fis-4119	116	11	for	for	ADP
fis-4119	116	12	28	28	NUM
fis-4119	116	13	days	day	NOUN
fis-4119	116	14	with	with	ADP
fis-4119	116	15	wet	wet	ADJ
fis-4119	116	16	burlap	burlap	NOUN
fis-4119	116	17	bags	bag	NOUN
fis-4119	116	18	.	.	PUNCT
fis-4119	117	1	eight	eight	NUM
fis-4119	117	2	steel	steel	NOUN
fis-4119	117	3	stirrups	stirrup	NOUN
fis-4119	117	4	were	be	AUX
fis-4119	117	5	placed	place	VERB
fis-4119	117	6	,	,	PUNCT
fis-4119	117	7	divided	divide	VERB
fis-4119	117	8	into	into	ADP
fis-4119	117	9	eight	eight	NUM
fis-4119	117	10	bricks	brick	NOUN
fis-4119	117	11	out	out	ADP
fis-4119	117	12	of	of	ADP
fis-4119	117	13	16	16	NUM
fis-4119	117	14	bricks	brick	NOUN
fis-4119	117	15	,	,	PUNCT
fis-4119	117	16	i.e.	i.e.	X
fis-4119	117	17	,	,	PUNCT
fis-4119	117	18	one	one	NUM
fis-4119	117	19	steel	steel	NOUN
fis-4119	117	20	stirrup	stirrup	NOUN
fis-4119	117	21	for	for	ADP
fis-4119	117	22	every	every	DET
fis-4119	117	23	other	other	ADJ
fis-4119	117	24	masonry	masonry	NOUN
fis-4119	117	25	brick	brick	NOUN
fis-4119	117	26	,	,	PUNCT
fis-4119	117	27	spaced	space	VERB
fis-4119	117	28	at	at	ADP
fis-4119	117	29	120	120	NUM
fis-4119	117	30	mm	mm	NOUN
fis-4119	117	31	(	(	PUNCT
fis-4119	117	32	0.78d	0.78d	PROPN
fis-4119	117	33	)	)	PUNCT
fis-4119	117	34	in	in	ADP
fis-4119	117	35	specimens	specimen	NOUN
fis-4119	117	36	cfrp	cfrp	PROPN
fis-4119	117	37	reinforced	reinforce	VERB
fis-4119	117	38	beam	beam	NOUN
fis-4119	117	39	with	with	ADP
fis-4119	117	40	stirrups	stirrup	NOUN
fis-4119	117	41	rmbb	rmbb	NOUN
fis-4119	117	42	and	and	CCONJ
fis-4119	117	43	hybrid	hybrid	ADJ
fis-4119	117	44	reinforcements	reinforcement	NOUN
fis-4119	117	45	and	and	CCONJ
fis-4119	117	46	steel	steel	NOUN
fis-4119	117	47	stirrups	stirrup	NOUN
fis-4119	117	48	rmbc	rmbc	NOUN
fis-4119	117	49	.	.	PUNCT
fis-4119	118	1	the	the	DET
fis-4119	118	2	lower	low	ADJ
fis-4119	118	3	longitudinal	longitudinal	ADJ
fis-4119	118	4	reinforcement	reinforcement	NOUN
fis-4119	118	5	for	for	ADP
fis-4119	118	6	all	all	DET
fis-4119	118	7	beams	beam	NOUN
fis-4119	118	8	had	have	VERB
fis-4119	118	9	different	different	ADJ
fis-4119	118	10	ratios	ratio	NOUN
fis-4119	118	11	of	of	ADP
fis-4119	118	12	(	(	PUNCT
fis-4119	118	13	ø4	ø4	PROPN
fis-4119	118	14	)	)	PUNCT
fis-4119	118	15	cfrp	cfrp	NOUN
fis-4119	118	16	bars	bar	NOUN
fis-4119	118	17	and	and	CCONJ
fis-4119	118	18	steel	steel	NOUN
fis-4119	118	19	/	/	SYM
fis-4119	118	20	cfrp	cfrp	PROPN
fis-4119	118	21	hybrid	hybrid	ADJ
fis-4119	118	22	reinforcement	reinforcement	NOUN
fis-4119	118	23	bars	bar	NOUN
fis-4119	118	24	.	.	PUNCT
fis-4119	119	1	the	the	DET
fis-4119	119	2	upper	upper	ADJ
fis-4119	119	3	longitudinal	longitudinal	ADJ
fis-4119	119	4	reinforcement	reinforcement	NOUN
fis-4119	119	5	of	of	ADP
fis-4119	119	6	all	all	DET
fis-4119	119	7	beams	beam	NOUN
fis-4119	119	8	had	have	VERB
fis-4119	119	9	the	the	DET
fis-4119	119	10	same	same	ADJ
fis-4119	119	11	compression	compression	NOUN
fis-4119	119	12	of	of	ADP
fis-4119	119	13	(	(	PUNCT
fis-4119	119	14	1ø4	1ø4	NUM
fis-4119	119	15	)	)	PUNCT
fis-4119	119	16	cfrp	cfrp	NOUN
fis-4119	119	17	.	.	PUNCT
fis-4119	120	1	the	the	DET
fis-4119	120	2	upper	upper	ADJ
fis-4119	120	3	and	and	CCONJ
fis-4119	120	4	lower	low	ADJ
fis-4119	120	5	longitudinal	longitudinal	ADJ
fis-4119	120	6	reinforcements	reinforcement	NOUN
fis-4119	120	7	were	be	AUX
fis-4119	120	8	spaced	space	VERB
fis-4119	120	9	at	at	ADP
fis-4119	120	10	105	105	NUM
fis-4119	120	11	mm	mm	NOUN
fis-4119	120	12	.	.	PUNCT
fis-4119	121	1	all	all	DET
fis-4119	121	2	beams	beam	NOUN
fis-4119	121	3	were	be	AUX
fis-4119	121	4	tested	test	VERB
fis-4119	121	5	and	and	CCONJ
fis-4119	121	6	processed	process	VERB
fis-4119	121	7	after	after	ADP
fis-4119	121	8	28	28	NUM
fis-4119	121	9	days	day	NOUN
fis-4119	121	10	to	to	PART
fis-4119	121	11	determine	determine	VERB
fis-4119	121	12	the	the	DET
fis-4119	121	13	load	load	NOUN
fis-4119	121	14	-	-	PUNCT
fis-4119	121	15	carrying	carry	VERB
fis-4119	121	16	capacity	capacity	NOUN
fis-4119	121	17	and	and	CCONJ
fis-4119	121	18	were	be	AUX
fis-4119	121	19	tested	test	VERB
fis-4119	121	20	for	for	ADP
fis-4119	121	21	failure	failure	NOUN
fis-4119	121	22	.	.	PUNCT
fis-4119	122	1	the	the	DET
fis-4119	122	2	three	three	NUM
fis-4119	122	3	-	-	PUNCT
fis-4119	122	4	point	point	NOUN
fis-4119	122	5	loading	loading	NOUN
fis-4119	122	6	procedure	procedure	NOUN
fis-4119	122	7	was	be	AUX
fis-4119	122	8	performed	perform	VERB
fis-4119	122	9	in	in	ADP
fis-4119	122	10	tests	test	NOUN
fis-4119	122	11	of	of	ADP
fis-4119	122	12	beams	beam	NOUN
fis-4119	122	13	using	use	VERB
fis-4119	122	14	a	a	DET
fis-4119	122	15	hydraulic	hydraulic	ADJ
fis-4119	122	16	machine	machine	NOUN
fis-4119	122	17	with	with	ADP
fis-4119	122	18	a	a	DET
fis-4119	122	19	capacity	capacity	NOUN
fis-4119	122	20	of	of	ADP
fis-4119	122	21	1000	1000	NUM
fis-4119	122	22	kn	kn	NOUN
fis-4119	122	23	under	under	ADP
fis-4119	122	24	a	a	DET
fis-4119	122	25	single	single	ADJ
fis-4119	122	26	concentrated	concentrated	ADJ
fis-4119	122	27	load	load	NOUN
fis-4119	122	28	at	at	ADP
fis-4119	122	29	midspan	midspan	NOUN
fis-4119	122	30	to	to	PART
fis-4119	122	31	apply	apply	VERB
fis-4119	122	32	static	static	ADJ
fis-4119	122	33	load	load	NOUN
fis-4119	122	34	.	.	PUNCT
fis-4119	123	1	a	a	DET
fis-4119	123	2	displacement	displacement	ADJ
fis-4119	123	3	control	control	NOUN
fis-4119	123	4	test	test	NOUN
fis-4119	123	5	was	be	AUX
fis-4119	123	6	performed	perform	VERB
fis-4119	123	7	with	with	ADP
fis-4119	123	8	a	a	DET
fis-4119	123	9	speed	speed	NOUN
fis-4119	123	10	of	of	ADP
fis-4119	123	11	5	5	NUM
fis-4119	123	12	mm	mm	NOUN
fis-4119	123	13	/	/	SYM
fis-4119	123	14	min	min	PROPN
fis-4119	123	15	.	.	PROPN
fis-4119	123	16	initially	initially	ADV
fis-4119	123	17	,	,	PUNCT
fis-4119	123	18	the	the	DET
fis-4119	123	19	beam	beam	NOUN
fis-4119	123	20	was	be	AUX
fis-4119	123	21	adjusted	adjust	VERB
fis-4119	123	22	on	on	ADP
fis-4119	123	23	the	the	DET
fis-4119	123	24	testing	testing	NOUN
fis-4119	123	25	machine	machine	NOUN
fis-4119	123	26	with	with	ADP
fis-4119	123	27	the	the	DET
fis-4119	123	28	proper	proper	ADJ
fis-4119	123	29	clear	clear	ADJ
fis-4119	123	30	span	span	NOUN
fis-4119	123	31	of	of	ADP
fis-4119	123	32	840	840	NUM
fis-4119	123	33	mm	mm	NOUN
fis-4119	123	34	.	.	PUNCT
fis-4119	124	1	the	the	DET
fis-4119	124	2	beams	beam	NOUN
fis-4119	124	3	rested	rest	VERB
fis-4119	124	4	on	on	ADP
fis-4119	124	5	roller	roller	NOUN
fis-4119	124	6	supports	support	NOUN
fis-4119	124	7	.	.	PUNCT
fis-4119	125	1	the	the	DET
fis-4119	125	2	load	load	NOUN
fis-4119	125	3	is	be	AUX
fis-4119	125	4	applied	apply	VERB
fis-4119	125	5	to	to	ADP
fis-4119	125	6	the	the	DET
fis-4119	125	7	load	load	NOUN
fis-4119	125	8	cell	cell	NOUN
fis-4119	125	9	at	at	ADP
fis-4119	125	10	one	one	NUM
fis-4119	125	11	point	point	NOUN
fis-4119	125	12	,	,	PUNCT
fis-4119	125	13	which	which	PRON
fis-4119	125	14	is	be	AUX
fis-4119	125	15	placed	place	VERB
fis-4119	125	16	on	on	ADP
fis-4119	125	17	top	top	NOUN
fis-4119	125	18	of	of	ADP
fis-4119	125	19	the	the	DET
fis-4119	125	20	beam	beam	NOUN
fis-4119	125	21	specimen	speciman	NOUN
fis-4119	125	22	at	at	ADP
fis-4119	125	23	mid	mid	NOUN
fis-4119	125	24	-	-	NOUN
fis-4119	125	25	span	span	NOUN
fis-4119	125	26	.	.	PUNCT
fis-4119	126	1	once	once	SCONJ
fis-4119	126	2	the	the	DET
fis-4119	126	3	beam	beam	NOUN
fis-4119	126	4	is	be	AUX
fis-4119	126	5	centered	center	VERB
fis-4119	126	6	,	,	PUNCT
fis-4119	126	7	the	the	DET
fis-4119	126	8	potentiometric	potentiometric	ADJ
fis-4119	126	9	transducer	transducer	NOUN
fis-4119	126	10	is	be	AUX
fis-4119	126	11	mounted	mount	VERB
fis-4119	126	12	under	under	ADP
fis-4119	126	13	the	the	DET
fis-4119	126	14	mid	mid	NOUN
fis-4119	126	15	-	-	NOUN
fis-4119	126	16	span	span	NOUN
fis-4119	126	17	of	of	ADP
fis-4119	126	18	the	the	DET
fis-4119	126	19	beam	beam	NOUN
fis-4119	126	20	to	to	PART
fis-4119	126	21	measure	measure	VERB
fis-4119	126	22	the	the	DET
fis-4119	126	23	vertical	vertical	ADJ
fis-4119	126	24	deflection	deflection	NOUN
fis-4119	126	25	.	.	PUNCT
fis-4119	127	1	the	the	DET
fis-4119	127	2	loading	loading	NOUN
fis-4119	127	3	process	process	NOUN
fis-4119	127	4	continues	continue	VERB
fis-4119	127	5	until	until	SCONJ
fis-4119	127	6	the	the	DET
fis-4119	127	7	failure	failure	NOUN
fis-4119	127	8	of	of	ADP
fis-4119	127	9	the	the	DET
fis-4119	127	10	beam	beam	NOUN
fis-4119	127	11	specimens	specimens	PROPN
fis-4119	127	12	.	.	PROPN
fis-4119	127	13	fig	fig	PROPN
fis-4119	127	14	4a	4a	NOUN
fis-4119	127	15	to	to	ADP
fis-4119	127	16	4e	4e	PROPN
fis-4119	127	17	illustrate	illustrate	VERB
fis-4119	127	18	the	the	DET
fis-4119	127	19	reinforcement	reinforcement	NOUN
fis-4119	127	20	of	of	ADP
fis-4119	127	21	the	the	DET
fis-4119	127	22	three	three	NUM
fis-4119	127	23	beams	beam	NOUN
fis-4119	127	24	and	and	CCONJ
fis-4119	127	25	test	test	NOUN
fis-4119	127	26	setup	setup	NOUN
fis-4119	127	27	.	.	PUNCT
fis-4119	128	1	the	the	DET
fis-4119	128	2	rmba	rmba	NOUN
fis-4119	128	3	and	and	CCONJ
fis-4119	128	4	rmbb	rmbb	NOUN
fis-4119	128	5	have	have	VERB
fis-4119	128	6	the	the	DET
fis-4119	128	7	same	same	ADJ
fis-4119	128	8	ratio	ratio	NOUN
fis-4119	128	9	of	of	ADP
fis-4119	128	10	longitudinal	longitudinal	ADJ
fis-4119	128	11	cfrp	cfrp	PROPN
fis-4119	128	12	reinforcement	reinforcement	NOUN
fis-4119	128	13	,	,	PUNCT
fis-4119	128	14	except	except	SCONJ
fis-4119	128	15	that	that	SCONJ
fis-4119	128	16	the	the	DET
fis-4119	128	17	rmbb	rmbb	NOUN
fis-4119	128	18	sample	sample	NOUN
fis-4119	128	19	contains	contain	VERB
fis-4119	128	20	steel	steel	NOUN
fis-4119	128	21	stirrups	stirrup	NOUN
fis-4119	128	22	.	.	PUNCT
fis-4119	129	1	it	it	PRON
fis-4119	129	2	is	be	AUX
fis-4119	129	3	important	important	ADJ
fis-4119	129	4	to	to	PART
fis-4119	129	5	note	note	VERB
fis-4119	129	6	that	that	SCONJ
fis-4119	129	7	the	the	DET
fis-4119	129	8	ratio	ratio	NOUN
fis-4119	129	9	of	of	ADP
fis-4119	129	10	the	the	DET
fis-4119	129	11	cfrp	cfrp	NOUN
fis-4119	129	12	bar	bar	NOUN
fis-4119	129	13	in	in	ADP
fis-4119	129	14	the	the	DET
fis-4119	129	15	hybrid	hybrid	ADJ
fis-4119	129	16	reinforcement	reinforcement	NOUN
fis-4119	129	17	was	be	AUX
fis-4119	129	18	2:1	2:1	NUM
fis-4119	129	19	for	for	ADP
fis-4119	129	20	the	the	DET
fis-4119	129	21	steel	steel	NOUN
fis-4119	129	22	bar	bar	NOUN
fis-4119	129	23	.	.	PUNCT
fis-4119	130	1	d	d	X
fis-4119	130	2	)	)	PUNCT
fis-4119	130	3	stress	stress	NOUN
fis-4119	130	4	-	-	PUNCT
fis-4119	130	5	strain	strain	NOUN
fis-4119	130	6	curve	curve	NOUN
fis-4119	130	7	of	of	ADP
fis-4119	130	8	masonry	masonry	NOUN
fis-4119	130	9	cube	cube	PROPN
fis-4119	130	10	e	e	NOUN
fis-4119	130	11	)	)	PUNCT
fis-4119	130	12	machine	machine	NOUN
fis-4119	130	13	used	use	VERB
fis-4119	130	14	for	for	ADP
fis-4119	130	15	tests	test	NOUN
fis-4119	130	16	0	0	NUM
fis-4119	130	17	5	5	NUM
fis-4119	130	18	10	10	NUM
fis-4119	130	19	15	15	NUM
fis-4119	130	20	20	20	NUM
fis-4119	130	21	25	25	NUM
fis-4119	130	22	30	30	NUM
fis-4119	130	23	0	0	NUM
fis-4119	130	24	0,2	0,2	NUM
fis-4119	130	25	0,4	0,4	NUM
fis-4119	130	26	0,6	0,6	NUM
fis-4119	130	27	0,8	0,8	NUM
fis-4119	130	28	1	1	NUM
fis-4119	130	29	1,2	1,2	NUM
fis-4119	130	30	1	1	NUM
fis-4119	130	31	s	s	PART
fis-4119	130	32	tr	tr	NOUN
fis-4119	130	33	es	es	X
fis-4119	130	34	s	s	X
fis-4119	131	1	(	(	PUNCT
fis-4119	131	2	m	m	PROPN
fis-4119	131	3	p	p	NOUN
fis-4119	131	4	a	a	DET
fis-4119	131	5	)	)	PUNCT
fis-4119	131	6	strain*10	strain*10	NOUN
fis-4119	131	7	-	-	SYM
fis-4119	131	8	2	2	NUM
fis-4119	131	9	m.	m.	NOUN
fis-4119	131	10	zaglal	zaglal	NOUN
fis-4119	131	11	et	et	PROPN
fis-4119	131	12	alii	alii	PROPN
fis-4119	131	13	,	,	PUNCT
fis-4119	131	14	frattura	frattura	PROPN
fis-4119	131	15	ed	ed	PROPN
fis-4119	131	16	integrità	integrità	PROPN
fis-4119	131	17	strutturale	strutturale	PROPN
fis-4119	131	18	,	,	PUNCT
fis-4119	131	19	66	66	NUM
fis-4119	131	20	(	(	PUNCT
fis-4119	131	21	2023	2023	NUM
fis-4119	131	22	)	)	PUNCT
fis-4119	131	23	1	1	NUM
fis-4119	131	24	-	-	SYM
fis-4119	131	25	16	16	NUM
fis-4119	131	26	;	;	PUNCT
fis-4119	131	27	doi	doi	NOUN
fis-4119	131	28	:	:	PUNCT
fis-4119	131	29	10.3221	10.3221	NUM
fis-4119	131	30	/	/	SYM
fis-4119	131	31	igf	igf	PROPN
fis-4119	131	32	-	-	ADJ
fis-4119	131	33	esis.66.01	esis.66.01	PROPN
fis-4119	131	34	7	7	NUM
fis-4119	131	35	a	a	PRON
fis-4119	131	36	)	)	PUNCT
fis-4119	131	37	b	b	NOUN
fis-4119	131	38	)	)	PUNCT
fis-4119	131	39	c	c	NOUN
fis-4119	131	40	)	)	PUNCT
fis-4119	131	41	rmba	rmba	NOUN
fis-4119	131	42	rmbb	rmbb	NOUN
fis-4119	131	43	rmbc	rmbc	PROPN
fis-4119	131	44	d	d	PROPN
fis-4119	131	45	)	)	PUNCT
fis-4119	131	46	cross	cross	NOUN
fis-4119	131	47	section	section	NOUN
fis-4119	131	48	e	e	NOUN
fis-4119	131	49	)	)	PUNCT
fis-4119	131	50	beam	beam	NOUN
fis-4119	131	51	setup	setup	NOUN
fis-4119	131	52	(	(	PUNCT
fis-4119	131	53	three	three	NUM
fis-4119	131	54	-	-	PUNCT
fis-4119	131	55	point	point	NOUN
fis-4119	131	56	bending	bending	NOUN
fis-4119	131	57	)	)	PUNCT
fis-4119	131	58	.	.	PUNCT
fis-4119	132	1	figure	figure	VERB
fis-4119	132	2	4	4	NUM
fis-4119	132	3	:	:	PUNCT
fis-4119	132	4	geometric	geometric	ADJ
fis-4119	132	5	and	and	CCONJ
fis-4119	132	6	reinforcement	reinforcement	NOUN
fis-4119	132	7	details	detail	NOUN
fis-4119	132	8	of	of	ADP
fis-4119	132	9	beams	beam	NOUN
fis-4119	132	10	;	;	PUNCT
fis-4119	132	11	a	a	X
fis-4119	132	12	)	)	PUNCT
fis-4119	132	13	beam	beam	ADJ
fis-4119	132	14	side	side	NOUN
fis-4119	132	15	view	view	NOUN
fis-4119	132	16	,	,	PUNCT
fis-4119	132	17	b	b	NOUN
fis-4119	132	18	)	)	PUNCT
fis-4119	132	19	side	side	ADJ
fis-4119	132	20	view	view	NOUN
fis-4119	132	21	of	of	ADP
fis-4119	132	22	rmba	rmba	NOUN
fis-4119	132	23	,	,	PUNCT
fis-4119	132	24	c	c	NOUN
fis-4119	132	25	)	)	PUNCT
fis-4119	132	26	side	side	ADJ
fis-4119	132	27	view	view	NOUN
fis-4119	132	28	of	of	ADP
fis-4119	132	29	rmbb	rmbb	NOUN
fis-4119	132	30	and	and	CCONJ
fis-4119	132	31	rmbc	rmbc	VERB
fis-4119	132	32	,	,	PUNCT
fis-4119	132	33	d	d	X
fis-4119	132	34	)	)	PUNCT
fis-4119	132	35	specimens	specimens	PROPN
fis-4119	132	36	cross	cross	NOUN
fis-4119	132	37	sections	section	NOUN
fis-4119	132	38	,	,	PUNCT
fis-4119	132	39	and	and	CCONJ
fis-4119	132	40	e	e	X
fis-4119	132	41	)	)	PUNCT
fis-4119	132	42	beam	beam	NOUN
fis-4119	132	43	setup	setup	NOUN
fis-4119	132	44	.	.	PUNCT
fis-4119	133	1	(	(	PUNCT
fis-4119	133	2	dimensions	dimension	NOUN
fis-4119	133	3	in	in	ADP
fis-4119	133	4	mm	mm	PROPN
fis-4119	133	5	,	,	PUNCT
fis-4119	133	6	the	the	DET
fis-4119	133	7	symbols	symbol	NOUN
fis-4119	133	8	"	"	PUNCT
fis-4119	133	9	s	s	PROPN
fis-4119	133	10	"	"	PUNCT
fis-4119	133	11	and	and	CCONJ
fis-4119	133	12	"	"	PUNCT
fis-4119	133	13	f	f	X
fis-4119	133	14	"	"	PUNCT
fis-4119	133	15	indicate	indicate	VERB
fis-4119	133	16	steel	steel	NOUN
fis-4119	133	17	and	and	CCONJ
fis-4119	133	18	cfrp	cfrp	NOUN
fis-4119	133	19	rebar	rebar	NOUN
fis-4119	133	20	,	,	PUNCT
fis-4119	133	21	respectively	respectively	ADV
fis-4119	133	22	)	)	PUNCT
fis-4119	133	23	.	.	PUNCT
fis-4119	134	1	m.	m.	NOUN
fis-4119	134	2	zaglal	zaglal	PROPN
fis-4119	134	3	et	et	PROPN
fis-4119	134	4	alii	alii	PROPN
fis-4119	134	5	,	,	PUNCT
fis-4119	134	6	frattura	frattura	PROPN
fis-4119	134	7	ed	ed	PROPN
fis-4119	134	8	integrità	integrità	PROPN
fis-4119	134	9	strutturale	strutturale	PROPN
fis-4119	134	10	,	,	PUNCT
fis-4119	134	11	66	66	NUM
fis-4119	134	12	(	(	PUNCT
fis-4119	134	13	2023	2023	NUM
fis-4119	134	14	)	)	PUNCT
fis-4119	134	15	1	1	NUM
fis-4119	134	16	-	-	SYM
fis-4119	134	17	16	16	NUM
fis-4119	134	18	;	;	PUNCT
fis-4119	134	19	doi	doi	NOUN
fis-4119	134	20	:	:	PUNCT
fis-4119	134	21	10.3221	10.3221	NUM
fis-4119	134	22	/	/	SYM
fis-4119	134	23	igf	igf	PROPN
fis-4119	134	24	-	-	ADJ
fis-4119	134	25	esis.66.01	esis.66.01	ADJ
fis-4119	134	26	8	8	NUM
fis-4119	134	27	experimental	experimental	ADJ
fis-4119	134	28	results	result	NOUN
fis-4119	134	29	and	and	CCONJ
fis-4119	134	30	discussion	discussion	NOUN
fis-4119	134	31	n	n	CCONJ
fis-4119	134	32	this	this	DET
fis-4119	134	33	section	section	NOUN
fis-4119	134	34	,	,	PUNCT
fis-4119	134	35	the	the	DET
fis-4119	134	36	results	result	NOUN
fis-4119	134	37	obtained	obtain	VERB
fis-4119	134	38	in	in	ADP
fis-4119	134	39	the	the	DET
fis-4119	134	40	experimental	experimental	ADJ
fis-4119	134	41	study	study	NOUN
fis-4119	134	42	will	will	AUX
fis-4119	134	43	be	be	AUX
fis-4119	134	44	discussed	discuss	VERB
fis-4119	134	45	for	for	ADP
fis-4119	134	46	each	each	DET
fis-4119	134	47	specimen	speciman	NOUN
fis-4119	134	48	.	.	PUNCT
fis-4119	135	1	the	the	DET
fis-4119	135	2	results	result	NOUN
fis-4119	135	3	include	include	VERB
fis-4119	135	4	mode	mode	NOUN
fis-4119	135	5	failure	failure	NOUN
fis-4119	135	6	,	,	PUNCT
fis-4119	135	7	cracking	crack	VERB
fis-4119	135	8	load	load	NOUN
fis-4119	135	9	(	(	PUNCT
fis-4119	135	10	pcr	pcr	PROPN
fis-4119	135	11	)	)	PUNCT
fis-4119	135	12	,	,	PUNCT
fis-4119	135	13	maximum	maximum	ADJ
fis-4119	135	14	load	load	NOUN
fis-4119	135	15	(	(	PUNCT
fis-4119	135	16	pm	pm	NOUN
fis-4119	135	17	)	)	PUNCT
fis-4119	135	18	,	,	PUNCT
fis-4119	135	19	and	and	CCONJ
fis-4119	135	20	their	their	PRON
fis-4119	135	21	subsequent	subsequent	ADJ
fis-4119	135	22	displacements	displacement	NOUN
fis-4119	135	23	(	(	PUNCT
fis-4119	135	24	cr	cr	NOUN
fis-4119	135	25	)	)	PUNCT
fis-4119	135	26	,	,	PUNCT
fis-4119	135	27	(	(	PUNCT
fis-4119	135	28	m	m	ADV
fis-4119	135	29	)	)	PUNCT
fis-4119	135	30	respectively	respectively	ADV
fis-4119	135	31	.	.	PUNCT
fis-4119	136	1	the	the	DET
fis-4119	136	2	summary	summary	NOUN
fis-4119	136	3	of	of	ADP
fis-4119	136	4	the	the	DET
fis-4119	136	5	results	result	NOUN
fis-4119	136	6	is	be	AUX
fis-4119	136	7	found	find	VERB
fis-4119	136	8	in	in	ADP
fis-4119	136	9	tab	tab	NOUN
fis-4119	136	10	.	.	PUNCT
fis-4119	137	1	5	5	NUM
fis-4119	137	2	.	.	X
fis-4119	137	3	specimens	specimen	NOUN
fis-4119	137	4	end	end	VERB
fis-4119	137	5	of	of	ADP
fis-4119	137	6	the	the	DET
fis-4119	137	7	first	first	ADJ
fis-4119	137	8	line	line	NOUN
fis-4119	137	9	elastic	elastic	ADJ
fis-4119	137	10	state	state	NOUN
fis-4119	137	11	maximum	maximum	ADJ
fis-4119	137	12	mode	mode	NOUN
fis-4119	137	13	of	of	ADP
fis-4119	137	14	failure	failure	NOUN
fis-4119	137	15	load	load	NOUN
fis-4119	137	16	(	(	PUNCT
fis-4119	137	17	kn	kn	NOUN
fis-4119	137	18	)	)	PUNCT
fis-4119	137	19	cr	cr	NOUN
fis-4119	137	20	(	(	PUNCT
fis-4119	137	21	mm	mm	NOUN
fis-4119	137	22	)	)	PUNCT
fis-4119	137	23	load	load	NOUN
fis-4119	137	24	(	(	PUNCT
fis-4119	137	25	kn	kn	PROPN
fis-4119	137	26	)	)	PUNCT
fis-4119	137	27	m	m	PROPN
fis-4119	137	28	(	(	PUNCT
fis-4119	137	29	mm	mm	X
fis-4119	137	30	)	)	PUNCT
fis-4119	137	31	rmba	rmba	NOUN
fis-4119	137	32	7	7	NUM
fis-4119	137	33	0.6	0.6	NUM
fis-4119	137	34	25	25	NUM
fis-4119	137	35	11.8	11.8	NUM
fis-4119	137	36	shear	shear	NOUN
fis-4119	137	37	rmbb	rmbb	NOUN
fis-4119	137	38	8.8	8.8	NUM
fis-4119	137	39	0.93	0.93	NUM
fis-4119	137	40	25.7	25.7	NUM
fis-4119	137	41	6.14	6.14	NUM
fis-4119	137	42	shear	shear	NOUN
fis-4119	137	43	rmbc	rmbc	VERB
fis-4119	137	44	7	7	NUM
fis-4119	137	45	0.5	0.5	NUM
fis-4119	137	46	30.5	30.5	NUM
fis-4119	137	47	15.3	15.3	NUM
fis-4119	137	48	flexure	flexure	NOUN
fis-4119	137	49	table	table	NOUN
fis-4119	137	50	5	5	NUM
fis-4119	137	51	:	:	PUNCT
fis-4119	137	52	results	result	NOUN
fis-4119	137	53	of	of	ADP
fis-4119	137	54	testes	testis	NOUN
fis-4119	137	55	beams	beam	NOUN
fis-4119	137	56	.	.	PUNCT
fis-4119	138	1	a	a	DET
fis-4119	138	2	)	)	PUNCT
fis-4119	138	3	b	b	NOUN
fis-4119	138	4	)	)	PUNCT
fis-4119	138	5	c	c	NOUN
fis-4119	138	6	)	)	PUNCT
fis-4119	138	7	figure	figure	NOUN
fis-4119	138	8	5	5	NUM
fis-4119	138	9	:	:	PUNCT
fis-4119	138	10	experimental	experimental	ADJ
fis-4119	138	11	results	result	NOUN
fis-4119	138	12	;	;	PUNCT
fis-4119	138	13	a	a	DET
fis-4119	138	14	)	)	PUNCT
fis-4119	138	15	load	load	NOUN
fis-4119	138	16	vs	vs	ADP
fis-4119	138	17	displacement	displacement	ADJ
fis-4119	138	18	curves	curve	NOUN
fis-4119	138	19	,	,	PUNCT
fis-4119	138	20	b	b	X
fis-4119	138	21	)	)	PUNCT
fis-4119	138	22	strain	strain	NOUN
fis-4119	138	23	energy	energy	NOUN
fis-4119	138	24	,	,	PUNCT
fis-4119	138	25	and	and	CCONJ
fis-4119	138	26	c	c	X
fis-4119	138	27	)	)	PUNCT
fis-4119	138	28	zoom	zoom	NOUN
fis-4119	138	29	on	on	ADP
fis-4119	138	30	the	the	DET
fis-4119	138	31	linear	linear	ADJ
fis-4119	138	32	part	part	NOUN
fis-4119	138	33	of	of	ADP
fis-4119	138	34	the	the	DET
fis-4119	138	35	curve	curve	NOUN
fis-4119	138	36	.	.	PUNCT
fis-4119	139	1	deflection	deflection	NOUN
fis-4119	139	2	,	,	PUNCT
fis-4119	139	3	mm	mm	NOUN
fis-4119	139	4	l	l	NOUN
fis-4119	139	5	o	o	NOUN
fis-4119	139	6	ad	ad	NOUN
fis-4119	139	7	,	,	PUNCT
fis-4119	139	8	k	k	PROPN
fis-4119	139	9	n	n	PROPN
fis-4119	139	10	0	0	NUM
fis-4119	139	11	5	5	NUM
fis-4119	139	12	10	10	NUM
fis-4119	139	13	15	15	NUM
fis-4119	139	14	20	20	NUM
fis-4119	139	15	25	25	NUM
fis-4119	139	16	30	30	NUM
fis-4119	139	17	35	35	NUM
fis-4119	139	18	0	0	NUM
fis-4119	139	19	5	5	NUM
fis-4119	139	20	10	10	NUM
fis-4119	139	21	15	15	NUM
fis-4119	139	22	20	20	NUM
fis-4119	139	23	25	25	NUM
fis-4119	139	24	30	30	NUM
fis-4119	139	25	35	35	NUM
fis-4119	139	26	22	22	NUM
fis-4119	139	27	kn	kn	PROPN
fis-4119	139	28	rmba	rmba	PROPN
fis-4119	139	29	rmbb	rmbb	PROPN
fis-4119	139	30	rmbc	rmbc	NOUN
fis-4119	139	31	deflection	deflection	NOUN
fis-4119	139	32	,	,	PUNCT
fis-4119	139	33	mm	mm	PROPN
fis-4119	139	34	e	e	PROPN
fis-4119	139	35	n	n	CCONJ
fis-4119	139	36	er	er	INTJ
fis-4119	139	37	g	g	PROPN
fis-4119	139	38	y	y	PROPN
fis-4119	139	39	,	,	PUNCT
fis-4119	139	40	k	k	PROPN
fis-4119	139	41	n	n	ADV
fis-4119	139	42	.m	.m	NOUN
fis-4119	140	1	m	m	VERB
fis-4119	140	2	0	0	NUM
fis-4119	140	3	8	8	NUM
fis-4119	140	4	16	16	NUM
fis-4119	140	5	24	24	NUM
fis-4119	140	6	32	32	NUM
fis-4119	140	7	40	40	NUM
fis-4119	140	8	0	0	NUM
fis-4119	140	9	100	100	NUM
fis-4119	140	10	200	200	NUM
fis-4119	140	11	300	300	NUM
fis-4119	140	12	400	400	NUM
fis-4119	140	13	500	500	NUM
fis-4119	140	14	600	600	NUM
fis-4119	140	15	rmba	rmba	NOUN
fis-4119	140	16	rmbb	rmbb	NOUN
fis-4119	140	17	rmbc	rmbc	NOUN
fis-4119	140	18	deflection	deflection	NOUN
fis-4119	140	19	,	,	PUNCT
fis-4119	140	20	mm	mm	NOUN
fis-4119	140	21	l	l	NOUN
fis-4119	140	22	o	o	NOUN
fis-4119	140	23	ad	ad	NOUN
fis-4119	140	24	,	,	PUNCT
fis-4119	140	25	kn	kn	PROPN
fis-4119	140	26	0	0	NUM
fis-4119	140	27	0.4	0.4	NUM
fis-4119	140	28	0.8	0.8	NUM
fis-4119	140	29	1.2	1.2	NUM
fis-4119	140	30	1.6	1.6	NUM
fis-4119	140	31	2	2	NUM
fis-4119	140	32	0	0	NUM
fis-4119	140	33	2	2	NUM
fis-4119	140	34	4	4	NUM
fis-4119	140	35	6	6	NUM
fis-4119	140	36	8	8	NUM
fis-4119	140	37	10	10	NUM
fis-4119	140	38	rmba	rmba	NOUN
fis-4119	140	39	rmbb	rmbb	NOUN
fis-4119	140	40	rmbc	rmbc	NOUN
fis-4119	141	1	i	i	PRON
fis-4119	141	2	m.	m.	VERB
fis-4119	141	3	zaglal	zaglal	PROPN
fis-4119	141	4	et	et	PROPN
fis-4119	141	5	alii	alii	PROPN
fis-4119	141	6	,	,	PUNCT
fis-4119	141	7	frattura	frattura	PROPN
fis-4119	141	8	ed	ed	PROPN
fis-4119	141	9	integrità	integrità	PROPN
fis-4119	141	10	strutturale	strutturale	PROPN
fis-4119	141	11	,	,	PUNCT
fis-4119	141	12	66	66	NUM
fis-4119	141	13	(	(	PUNCT
fis-4119	141	14	2023	2023	NUM
fis-4119	141	15	)	)	PUNCT
fis-4119	141	16	1	1	NUM
fis-4119	141	17	-	-	SYM
fis-4119	141	18	16	16	NUM
fis-4119	141	19	;	;	PUNCT
fis-4119	141	20	doi	doi	NOUN
fis-4119	141	21	:	:	PUNCT
fis-4119	141	22	10.3221	10.3221	NUM
fis-4119	141	23	/	/	SYM
fis-4119	141	24	igf	igf	PROPN
fis-4119	141	25	-	-	ADJ
fis-4119	141	26	esis.66.01	esis.66.01	ADJ
fis-4119	141	27	9	9	NUM
fis-4119	141	28	load	load	NOUN
fis-4119	141	29	-	-	PUNCT
fis-4119	141	30	deflection	deflection	NOUN
fis-4119	141	31	curve	curve	NOUN
fis-4119	141	32	static	static	ADJ
fis-4119	141	33	three	three	NUM
fis-4119	141	34	-	-	PUNCT
fis-4119	141	35	point	point	NOUN
fis-4119	141	36	bending	bend	VERB
fis-4119	141	37	testing	testing	NOUN
fis-4119	141	38	was	be	AUX
fis-4119	141	39	evaluated	evaluate	VERB
fis-4119	141	40	to	to	PART
fis-4119	141	41	assess	assess	VERB
fis-4119	141	42	the	the	DET
fis-4119	141	43	ultimate	ultimate	ADJ
fis-4119	141	44	capacity	capacity	NOUN
fis-4119	141	45	,	,	PUNCT
fis-4119	141	46	load	load	NOUN
fis-4119	141	47	-	-	PUNCT
fis-4119	141	48	deflection	deflection	NOUN
fis-4119	141	49	response	response	NOUN
fis-4119	141	50	,	,	PUNCT
fis-4119	141	51	and	and	CCONJ
fis-4119	141	52	failure	failure	NOUN
fis-4119	141	53	modes	mode	NOUN
fis-4119	141	54	.	.	PUNCT
fis-4119	142	1	fig	fig	NOUN
fis-4119	142	2	.	.	PUNCT
fis-4119	143	1	5a	5a	NUM
fis-4119	143	2	represents	represent	VERB
fis-4119	143	3	the	the	DET
fis-4119	143	4	load	load	NOUN
fis-4119	143	5	-	-	PUNCT
fis-4119	143	6	deflection	deflection	NOUN
fis-4119	143	7	curves	curve	NOUN
fis-4119	143	8	evaluated	evaluate	VERB
fis-4119	143	9	from	from	ADP
fis-4119	143	10	experimental	experimental	ADJ
fis-4119	143	11	tests	test	NOUN
fis-4119	143	12	of	of	ADP
fis-4119	143	13	the	the	DET
fis-4119	143	14	beams	beam	NOUN
fis-4119	143	15	.	.	PUNCT
fis-4119	144	1	all	all	DET
fis-4119	144	2	the	the	DET
fis-4119	144	3	specimens	specimen	NOUN
fis-4119	144	4	have	have	VERB
fis-4119	144	5	similar	similar	ADJ
fis-4119	144	6	load	load	NOUN
fis-4119	144	7	-	-	PUNCT
fis-4119	144	8	deflection	deflection	NOUN
fis-4119	144	9	behaviors	behavior	NOUN
fis-4119	144	10	.	.	PUNCT
fis-4119	145	1	the	the	DET
fis-4119	145	2	load	load	NOUN
fis-4119	145	3	-	-	PUNCT
fis-4119	145	4	deflection	deflection	NOUN
fis-4119	145	5	relationship	relationship	NOUN
fis-4119	145	6	consists	consist	VERB
fis-4119	145	7	of	of	ADP
fis-4119	145	8	five	five	NUM
fis-4119	145	9	stages	stage	NOUN
fis-4119	145	10	.	.	PUNCT
fis-4119	146	1	the	the	DET
fis-4119	146	2	first	first	ADJ
fis-4119	146	3	stage	stage	NOUN
fis-4119	146	4	is	be	AUX
fis-4119	146	5	linear	linear	ADJ
fis-4119	146	6	and	and	CCONJ
fis-4119	146	7	ends	end	VERB
fis-4119	146	8	at	at	ADP
fis-4119	146	9	the	the	DET
fis-4119	146	10	first	first	ADJ
fis-4119	146	11	cracking	cracking	NOUN
fis-4119	146	12	load	load	NOUN
fis-4119	146	13	.	.	PUNCT
fis-4119	147	1	at	at	ADP
fis-4119	147	2	this	this	DET
fis-4119	147	3	point	point	NOUN
fis-4119	147	4	,	,	PUNCT
fis-4119	147	5	the	the	DET
fis-4119	147	6	tension	tension	NOUN
fis-4119	147	7	side	side	NOUN
fis-4119	147	8	of	of	ADP
fis-4119	147	9	the	the	DET
fis-4119	147	10	masonry	masonry	NOUN
fis-4119	147	11	developed	develop	VERB
fis-4119	147	12	tension	tension	NOUN
fis-4119	147	13	cracks	crack	NOUN
fis-4119	147	14	.	.	PUNCT
fis-4119	148	1	the	the	DET
fis-4119	148	2	cracking	cracking	NOUN
fis-4119	148	3	load	load	NOUN
fis-4119	148	4	was	be	AUX
fis-4119	148	5	identified	identify	VERB
fis-4119	148	6	by	by	ADP
fis-4119	148	7	visual	visual	ADJ
fis-4119	148	8	monitoring	monitoring	NOUN
fis-4119	148	9	of	of	ADP
fis-4119	148	10	the	the	DET
fis-4119	148	11	sample	sample	NOUN
fis-4119	148	12	and	and	CCONJ
fis-4119	148	13	the	the	DET
fis-4119	148	14	load	load	NOUN
fis-4119	148	15	-	-	PUNCT
fis-4119	148	16	deformation	deformation	NOUN
fis-4119	148	17	curve	curve	NOUN
fis-4119	148	18	.	.	PUNCT
fis-4119	149	1	the	the	DET
fis-4119	149	2	first	first	ADJ
fis-4119	149	3	crack	crack	NOUN
fis-4119	149	4	in	in	ADP
fis-4119	149	5	the	the	DET
fis-4119	149	6	specimen	speciman	NOUN
fis-4119	149	7	rmba	rmba	NOUN
fis-4119	149	8	occurred	occur	VERB
fis-4119	149	9	at	at	ADP
fis-4119	149	10	a	a	DET
fis-4119	149	11	load	load	NOUN
fis-4119	149	12	of	of	ADP
fis-4119	149	13	7	7	NUM
fis-4119	149	14	kn	kn	NOUN
fis-4119	149	15	with	with	ADP
fis-4119	149	16	a	a	DET
fis-4119	149	17	corresponding	correspond	VERB
fis-4119	149	18	deflection	deflection	NOUN
fis-4119	149	19	of	of	ADP
fis-4119	149	20	0.6	0.6	NUM
fis-4119	149	21	mm	mm	NOUN
fis-4119	149	22	.	.	PUNCT
fis-4119	150	1	however	however	ADV
fis-4119	150	2	,	,	PUNCT
fis-4119	150	3	in	in	ADP
fis-4119	150	4	the	the	DET
fis-4119	150	5	specimen	speciman	NOUN
fis-4119	150	6	rmbc	rmbc	VERB
fis-4119	150	7	,	,	PUNCT
fis-4119	150	8	the	the	DET
fis-4119	150	9	first	first	ADJ
fis-4119	150	10	crack	crack	NOUN
fis-4119	150	11	appeared	appear	VERB
fis-4119	150	12	at	at	ADP
fis-4119	150	13	the	the	DET
fis-4119	150	14	same	same	ADJ
fis-4119	150	15	load	load	NOUN
fis-4119	150	16	with	with	ADP
fis-4119	150	17	a	a	DET
fis-4119	150	18	higher	high	ADJ
fis-4119	150	19	corresponding	correspond	VERB
fis-4119	150	20	deflection	deflection	NOUN
fis-4119	150	21	of	of	ADP
fis-4119	150	22	0.5	0.5	NUM
fis-4119	150	23	mm	mm	NOUN
fis-4119	150	24	.	.	PUNCT
fis-4119	151	1	in	in	ADP
fis-4119	151	2	specimen	speciman	NOUN
fis-4119	151	3	rmbb	rmbb	NOUN
fis-4119	151	4	,	,	PUNCT
fis-4119	151	5	the	the	DET
fis-4119	151	6	first	first	ADJ
fis-4119	151	7	crack	crack	NOUN
fis-4119	151	8	appeared	appear	VERB
fis-4119	151	9	at	at	ADP
fis-4119	151	10	8.8	8.8	NUM
fis-4119	151	11	kn	kn	NOUN
fis-4119	151	12	with	with	ADP
fis-4119	151	13	a	a	DET
fis-4119	151	14	higher	high	ADJ
fis-4119	151	15	corresponding	correspond	VERB
fis-4119	151	16	deflection	deflection	NOUN
fis-4119	151	17	of	of	ADP
fis-4119	151	18	0.93	0.93	NUM
fis-4119	151	19	mm	mm	NOUN
fis-4119	151	20	than	than	ADP
fis-4119	151	21	other	other	ADJ
fis-4119	151	22	experimental	experimental	ADJ
fis-4119	151	23	beams	beam	NOUN
fis-4119	151	24	.	.	PUNCT
fis-4119	152	1	the	the	DET
fis-4119	152	2	initial	initial	ADJ
fis-4119	152	3	stiffness	stiffness	NOUN
fis-4119	152	4	load	load	NOUN
fis-4119	152	5	was	be	AUX
fis-4119	152	6	evaluated	evaluate	VERB
fis-4119	152	7	by	by	ADP
fis-4119	152	8	interpolating	interpolate	VERB
fis-4119	152	9	the	the	DET
fis-4119	152	10	first	first	ADJ
fis-4119	152	11	part	part	NOUN
fis-4119	152	12	of	of	ADP
fis-4119	152	13	the	the	DET
fis-4119	152	14	curve	curve	NOUN
fis-4119	152	15	.	.	PUNCT
fis-4119	153	1	the	the	DET
fis-4119	153	2	values	value	NOUN
fis-4119	153	3	for	for	ADP
fis-4119	153	4	beams	beam	NOUN
fis-4119	153	5	rmba	rmba	NOUN
fis-4119	153	6	,	,	PUNCT
fis-4119	153	7	rmbb	rmbb	NOUN
fis-4119	153	8	,	,	PUNCT
fis-4119	153	9	and	and	CCONJ
fis-4119	153	10	rmbc	rmbc	NOUN
fis-4119	153	11	,	,	PUNCT
fis-4119	153	12	were	be	AUX
fis-4119	153	13	14.5	14.5	NUM
fis-4119	153	14	kn	kn	PROPN
fis-4119	153	15	/	/	SYM
fis-4119	153	16	mm	mm	PROPN
fis-4119	153	17	,	,	PUNCT
fis-4119	153	18	16.68	16.68	NUM
fis-4119	153	19	kn	kn	PROPN
fis-4119	153	20	/	/	SYM
fis-4119	153	21	mm	mm	PROPN
fis-4119	153	22	,	,	PUNCT
fis-4119	153	23	and	and	CCONJ
fis-4119	153	24	24.34	24.34	NUM
fis-4119	153	25	kn	kn	PROPN
fis-4119	153	26	/	/	SYM
fis-4119	153	27	mm	mm	PROPN
fis-4119	153	28	,	,	PUNCT
fis-4119	153	29	respectively	respectively	ADV
fis-4119	153	30	.	.	PUNCT
fis-4119	153	31	comparing	compare	VERB
fis-4119	153	32	samples	sample	NOUN
fis-4119	153	33	rmba	rmba	NOUN
fis-4119	153	34	and	and	CCONJ
fis-4119	153	35	rmbb	rmbb	NOUN
fis-4119	153	36	,	,	PUNCT
fis-4119	153	37	shows	show	VERB
fis-4119	153	38	that	that	SCONJ
fis-4119	153	39	the	the	DET
fis-4119	153	40	shear	shear	NOUN
fis-4119	153	41	reinforcement	reinforcement	NOUN
fis-4119	153	42	has	have	VERB
fis-4119	153	43	a	a	DET
fis-4119	153	44	minimal	minimal	ADJ
fis-4119	153	45	effect	effect	NOUN
fis-4119	153	46	on	on	ADP
fis-4119	153	47	the	the	DET
fis-4119	153	48	initial	initial	ADJ
fis-4119	153	49	stiffness	stiffness	NOUN
fis-4119	153	50	.	.	PUNCT
fis-4119	154	1	however	however	ADV
fis-4119	154	2	,	,	PUNCT
fis-4119	154	3	comparing	compare	VERB
fis-4119	154	4	rmbb	rmbb	NOUN
fis-4119	154	5	and	and	CCONJ
fis-4119	154	6	rmbc	rmbc	NOUN
fis-4119	154	7	,	,	PUNCT
fis-4119	154	8	shows	show	VERB
fis-4119	154	9	that	that	SCONJ
fis-4119	154	10	using	use	VERB
fis-4119	154	11	steel	steel	NOUN
fis-4119	154	12	increased	increase	VERB
fis-4119	154	13	the	the	DET
fis-4119	154	14	initial	initial	ADJ
fis-4119	154	15	stiffness	stiffness	NOUN
fis-4119	154	16	by	by	ADP
fis-4119	154	17	50	50	NUM
fis-4119	154	18	%	%	NOUN
fis-4119	154	19	.	.	PUNCT
fis-4119	155	1	it	it	PRON
fis-4119	155	2	is	be	AUX
fis-4119	155	3	worth	worth	ADJ
fis-4119	155	4	mentioning	mention	VERB
fis-4119	155	5	that	that	SCONJ
fis-4119	155	6	,	,	PUNCT
fis-4119	155	7	although	although	SCONJ
fis-4119	155	8	these	these	DET
fis-4119	155	9	values	value	NOUN
fis-4119	155	10	are	be	AUX
fis-4119	155	11	in	in	ADP
fis-4119	155	12	a	a	DET
fis-4119	155	13	logical	logical	ADJ
fis-4119	155	14	order	order	NOUN
fis-4119	155	15	,	,	PUNCT
fis-4119	155	16	they	they	PRON
fis-4119	155	17	might	might	AUX
fis-4119	155	18	be	be	AUX
fis-4119	155	19	affected	affect	VERB
fis-4119	155	20	by	by	ADP
fis-4119	155	21	the	the	DET
fis-4119	155	22	noise	noise	NOUN
fis-4119	155	23	of	of	ADP
fis-4119	155	24	the	the	DET
fis-4119	155	25	data	data	NOUN
fis-4119	155	26	acquisition	acquisition	NOUN
fis-4119	155	27	system	system	NOUN
fis-4119	155	28	,	,	PUNCT
fis-4119	155	29	as	as	SCONJ
fis-4119	155	30	the	the	DET
fis-4119	155	31	displacement	displacement	ADJ
fis-4119	155	32	values	value	NOUN
fis-4119	155	33	are	be	AUX
fis-4119	155	34	very	very	ADV
fis-4119	155	35	small	small	ADJ
fis-4119	155	36	.	.	PUNCT
fis-4119	156	1	thus	thus	ADV
fis-4119	156	2	,	,	PUNCT
fis-4119	156	3	it	it	PRON
fis-4119	156	4	can	can	AUX
fis-4119	156	5	be	be	AUX
fis-4119	156	6	concluded	conclude	VERB
fis-4119	156	7	that	that	SCONJ
fis-4119	156	8	the	the	DET
fis-4119	156	9	beam	beam	NOUN
fis-4119	156	10	rmba	rmba	NOUN
fis-4119	156	11	had	have	VERB
fis-4119	156	12	the	the	DET
fis-4119	156	13	highest	high	ADJ
fis-4119	156	14	initial	initial	ADJ
fis-4119	156	15	stiffness	stiffness	NOUN
fis-4119	156	16	and	and	CCONJ
fis-4119	156	17	lowest	low	ADJ
fis-4119	156	18	deflection	deflection	NOUN
fis-4119	156	19	,	,	PUNCT
fis-4119	156	20	in	in	ADP
fis-4119	156	21	contrast	contrast	NOUN
fis-4119	156	22	to	to	ADP
fis-4119	156	23	the	the	DET
fis-4119	156	24	beam	beam	NOUN
fis-4119	156	25	rmbb	rmbb	NOUN
fis-4119	156	26	.	.	PUNCT
fis-4119	157	1	after	after	ADP
fis-4119	157	2	that	that	PRON
fis-4119	157	3	,	,	PUNCT
fis-4119	157	4	a	a	DET
fis-4119	157	5	nonlinear	nonlinear	ADJ
fis-4119	157	6	hardening	harden	VERB
fis-4119	157	7	stage	stage	NOUN
fis-4119	157	8	continued	continue	VERB
fis-4119	157	9	and	and	CCONJ
fis-4119	157	10	ended	end	VERB
fis-4119	157	11	at	at	ADP
fis-4119	157	12	20.4	20.4	NUM
fis-4119	157	13	,	,	PUNCT
fis-4119	157	14	25.7	25.7	NUM
fis-4119	157	15	,	,	PUNCT
fis-4119	157	16	and	and	CCONJ
fis-4119	157	17	20.8	20.8	NUM
fis-4119	157	18	kn	kn	NOUN
fis-4119	157	19	for	for	ADP
fis-4119	157	20	beams	beam	NOUN
fis-4119	157	21	rmba	rmba	NOUN
fis-4119	157	22	,	,	PUNCT
fis-4119	157	23	rmbb	rmbb	NOUN
fis-4119	157	24	,	,	PUNCT
fis-4119	157	25	and	and	CCONJ
fis-4119	157	26	rmbc	rmbc	NOUN
fis-4119	157	27	,	,	PUNCT
fis-4119	157	28	respectively	respectively	ADV
fis-4119	157	29	.	.	PUNCT
fis-4119	158	1	this	this	DET
fis-4119	158	2	point	point	NOUN
fis-4119	158	3	represents	represent	VERB
fis-4119	158	4	the	the	DET
fis-4119	158	5	first	first	ADJ
fis-4119	158	6	peak	peak	NOUN
fis-4119	158	7	in	in	ADP
fis-4119	158	8	the	the	DET
fis-4119	158	9	load	load	NOUN
fis-4119	158	10	-	-	PUNCT
fis-4119	158	11	deflection	deflection	NOUN
fis-4119	158	12	relationship	relationship	NOUN
fis-4119	158	13	.	.	PUNCT
fis-4119	159	1	after	after	ADP
fis-4119	159	2	this	this	DET
fis-4119	159	3	point	point	NOUN
fis-4119	159	4	,	,	PUNCT
fis-4119	159	5	the	the	DET
fis-4119	159	6	strength	strength	NOUN
fis-4119	159	7	of	of	ADP
fis-4119	159	8	the	the	DET
fis-4119	159	9	beams	beam	NOUN
fis-4119	159	10	dropped	drop	VERB
fis-4119	159	11	by	by	ADP
fis-4119	159	12	about	about	ADV
fis-4119	159	13	17	17	NUM
fis-4119	159	14	,	,	PUNCT
fis-4119	159	15	25	25	NUM
fis-4119	159	16	,	,	PUNCT
fis-4119	159	17	and	and	CCONJ
fis-4119	159	18	22	22	NUM
fis-4119	159	19	%	%	NOUN
fis-4119	159	20	for	for	ADP
fis-4119	159	21	beams	beam	NOUN
fis-4119	159	22	rmba	rmba	NOUN
fis-4119	159	23	,	,	PUNCT
fis-4119	159	24	rmbb	rmbb	NOUN
fis-4119	159	25	,	,	PUNCT
fis-4119	159	26	and	and	CCONJ
fis-4119	159	27	rmbc	rmbc	NOUN
fis-4119	159	28	,	,	PUNCT
fis-4119	159	29	respectively	respectively	ADV
fis-4119	159	30	.	.	PUNCT
fis-4119	160	1	after	after	ADP
fis-4119	160	2	this	this	DET
fis-4119	160	3	drop	drop	NOUN
fis-4119	160	4	,	,	PUNCT
fis-4119	160	5	the	the	DET
fis-4119	160	6	load	load	NOUN
fis-4119	160	7	increased	increase	VERB
fis-4119	160	8	again	again	ADV
fis-4119	160	9	in	in	ADP
fis-4119	160	10	rmbb	rmbb	NOUN
fis-4119	160	11	and	and	CCONJ
fis-4119	160	12	rmbc	rmbc	VERB
fis-4119	160	13	to	to	PART
fis-4119	160	14	reach	reach	VERB
fis-4119	160	15	a	a	DET
fis-4119	160	16	maximum	maximum	ADJ
fis-4119	160	17	value	value	NOUN
fis-4119	160	18	of	of	ADP
fis-4119	160	19	25.7	25.7	NUM
fis-4119	160	20	and	and	CCONJ
fis-4119	160	21	30.5	30.5	NUM
fis-4119	160	22	kn	kn	NOUN
fis-4119	160	23	,	,	PUNCT
fis-4119	160	24	respectively	respectively	ADV
fis-4119	160	25	,	,	PUNCT
fis-4119	160	26	while	while	SCONJ
fis-4119	160	27	for	for	ADP
fis-4119	160	28	rmba	rmba	NOUN
fis-4119	160	29	,	,	PUNCT
fis-4119	160	30	the	the	DET
fis-4119	160	31	first	first	ADJ
fis-4119	160	32	peak	peak	NOUN
fis-4119	160	33	gave	give	VERB
fis-4119	160	34	the	the	DET
fis-4119	160	35	maximum	maximum	ADJ
fis-4119	160	36	load	load	NOUN
fis-4119	160	37	.	.	PUNCT
fis-4119	161	1	at	at	ADP
fis-4119	161	2	this	this	DET
fis-4119	161	3	point	point	NOUN
fis-4119	161	4	,	,	PUNCT
fis-4119	161	5	the	the	DET
fis-4119	161	6	compression	compression	NOUN
fis-4119	161	7	side	side	NOUN
fis-4119	161	8	of	of	ADP
fis-4119	161	9	the	the	DET
fis-4119	161	10	masonry	masonry	NOUN
fis-4119	161	11	beam	beam	NOUN
fis-4119	161	12	was	be	AUX
fis-4119	161	13	subjected	subject	VERB
fis-4119	161	14	to	to	ADP
fis-4119	161	15	crushing	crush	VERB
fis-4119	161	16	.	.	PUNCT
fis-4119	162	1	finally	finally	ADV
fis-4119	162	2	,	,	PUNCT
fis-4119	162	3	after	after	ADP
fis-4119	162	4	the	the	DET
fis-4119	162	5	maximum	maximum	PROPN
fis-4119	162	6	peak	peak	NOUN
fis-4119	162	7	,	,	PUNCT
fis-4119	162	8	a	a	DET
fis-4119	162	9	progressive	progressive	ADJ
fis-4119	162	10	softening	soften	VERB
fis-4119	162	11	failure	failure	NOUN
fis-4119	162	12	was	be	AUX
fis-4119	162	13	observed	observe	VERB
fis-4119	162	14	for	for	ADP
fis-4119	162	15	all	all	DET
fis-4119	162	16	beams	beam	NOUN
fis-4119	162	17	.	.	PUNCT
fis-4119	163	1	it	it	PRON
fis-4119	163	2	can	can	AUX
fis-4119	163	3	be	be	AUX
fis-4119	163	4	concluded	conclude	VERB
fis-4119	163	5	that	that	SCONJ
fis-4119	163	6	the	the	DET
fis-4119	163	7	maximum	maximum	ADJ
fis-4119	163	8	load	load	NOUN
fis-4119	163	9	of	of	ADP
fis-4119	163	10	the	the	DET
fis-4119	163	11	specimen	speciman	NOUN
fis-4119	163	12	rmbb	rmbb	NOUN
fis-4119	163	13	increased	increase	VERB
fis-4119	163	14	by	by	ADP
fis-4119	163	15	only	only	ADV
fis-4119	163	16	3	3	NUM
fis-4119	163	17	%	%	NOUN
fis-4119	163	18	compared	compare	VERB
fis-4119	163	19	to	to	ADP
fis-4119	163	20	the	the	DET
fis-4119	163	21	beam	beam	NOUN
fis-4119	163	22	rmba	rmba	NOUN
fis-4119	163	23	due	due	ADP
fis-4119	163	24	to	to	ADP
fis-4119	163	25	the	the	DET
fis-4119	163	26	use	use	NOUN
fis-4119	163	27	of	of	ADP
fis-4119	163	28	shear	shear	NOUN
fis-4119	163	29	reinforcement	reinforcement	NOUN
fis-4119	163	30	.	.	PUNCT
fis-4119	164	1	this	this	PRON
fis-4119	164	2	indicates	indicate	VERB
fis-4119	164	3	that	that	SCONJ
fis-4119	164	4	the	the	DET
fis-4119	164	5	steel	steel	NOUN
fis-4119	164	6	stirrups	stirrup	NOUN
fis-4119	164	7	(	(	PUNCT
fis-4119	164	8	0.78d	0.78d	ADJ
fis-4119	164	9	)	)	PUNCT
fis-4119	164	10	do	do	AUX
fis-4119	164	11	not	not	PART
fis-4119	164	12	significantly	significantly	ADV
fis-4119	164	13	affect	affect	VERB
fis-4119	164	14	the	the	DET
fis-4119	164	15	ultimate	ultimate	ADJ
fis-4119	164	16	load	load	NOUN
fis-4119	164	17	.	.	PUNCT
fis-4119	165	1	the	the	DET
fis-4119	165	2	beam	beam	PROPN
fis-4119	165	3	rmbc	rmbc	NOUN
fis-4119	165	4	achieved	achieve	VERB
fis-4119	165	5	a	a	DET
fis-4119	165	6	higher	high	ADJ
fis-4119	165	7	load	load	NOUN
fis-4119	165	8	-	-	PUNCT
fis-4119	165	9	carrying	carry	VERB
fis-4119	165	10	capacity	capacity	NOUN
fis-4119	165	11	than	than	ADP
fis-4119	165	12	the	the	DET
fis-4119	165	13	other	other	ADJ
fis-4119	165	14	models	model	NOUN
fis-4119	165	15	.	.	PUNCT
fis-4119	166	1	it	it	PRON
fis-4119	166	2	was	be	AUX
fis-4119	166	3	about	about	ADV
fis-4119	166	4	19	19	NUM
fis-4119	166	5	%	%	NOUN
fis-4119	166	6	higher	high	ADJ
fis-4119	166	7	than	than	ADP
fis-4119	166	8	the	the	DET
fis-4119	166	9	beam	beam	NOUN
fis-4119	166	10	rmbb	rmbb	NOUN
fis-4119	166	11	and	and	CCONJ
fis-4119	166	12	22	22	NUM
fis-4119	166	13	%	%	NOUN
fis-4119	166	14	higher	high	ADJ
fis-4119	166	15	than	than	ADP
fis-4119	166	16	the	the	DET
fis-4119	166	17	beam	beam	NOUN
fis-4119	166	18	sample	sample	NOUN
fis-4119	166	19	rmba	rmba	NOUN
fis-4119	166	20	due	due	ADP
fis-4119	166	21	to	to	ADP
fis-4119	166	22	the	the	DET
fis-4119	166	23	use	use	NOUN
fis-4119	166	24	of	of	ADP
fis-4119	166	25	hybrid	hybrid	ADJ
fis-4119	166	26	reinforcement	reinforcement	NOUN
fis-4119	166	27	.	.	PUNCT
fis-4119	167	1	at	at	ADP
fis-4119	167	2	a	a	DET
fis-4119	167	3	load	load	NOUN
fis-4119	167	4	of	of	ADP
fis-4119	167	5	22	22	NUM
fis-4119	167	6	kn	kn	PROPN
fis-4119	167	7	,	,	PUNCT
fis-4119	167	8	the	the	DET
fis-4119	167	9	deflection	deflection	NOUN
fis-4119	167	10	for	for	ADP
fis-4119	167	11	rmba	rmba	NOUN
fis-4119	167	12	,	,	PUNCT
fis-4119	167	13	rmbb	rmbb	NOUN
fis-4119	167	14	,	,	PUNCT
fis-4119	167	15	and	and	CCONJ
fis-4119	167	16	rmbc	rmbc	NOUN
fis-4119	167	17	was	be	AUX
fis-4119	167	18	9.8	9.8	NUM
fis-4119	167	19	mm	mm	NOUN
fis-4119	167	20	,	,	PUNCT
fis-4119	167	21	4.6	4.6	NUM
fis-4119	167	22	mm	mm	NOUN
fis-4119	167	23	,	,	PUNCT
fis-4119	167	24	and	and	CCONJ
fis-4119	167	25	8.3	8.3	NUM
fis-4119	167	26	mm	mm	NOUN
fis-4119	167	27	,	,	PUNCT
fis-4119	167	28	respectively	respectively	ADV
fis-4119	167	29	.	.	PUNCT
fis-4119	168	1	this	this	PRON
fis-4119	168	2	indicates	indicate	VERB
fis-4119	168	3	that	that	SCONJ
fis-4119	168	4	beam	beam	NOUN
fis-4119	168	5	rmbb	rmbb	NOUN
fis-4119	168	6	had	have	VERB
fis-4119	168	7	the	the	DET
fis-4119	168	8	highest	high	ADJ
fis-4119	168	9	stiffness	stiffness	NOUN
fis-4119	168	10	compared	compare	VERB
fis-4119	168	11	to	to	ADP
fis-4119	168	12	other	other	ADJ
fis-4119	168	13	beams	beam	NOUN
fis-4119	168	14	after	after	ADP
fis-4119	168	15	cracking	crack	VERB
fis-4119	168	16	.	.	PUNCT
fis-4119	169	1	the	the	DET
fis-4119	169	2	ability	ability	NOUN
fis-4119	169	3	of	of	ADP
fis-4119	169	4	the	the	DET
fis-4119	169	5	system	system	NOUN
fis-4119	169	6	to	to	PART
fis-4119	169	7	absorb	absorb	VERB
fis-4119	169	8	strain	strain	NOUN
fis-4119	169	9	energy	energy	NOUN
fis-4119	169	10	reflects	reflect	VERB
fis-4119	169	11	its	its	PRON
fis-4119	169	12	performance	performance	NOUN
fis-4119	169	13	under	under	ADP
fis-4119	169	14	dynamic	dynamic	ADJ
fis-4119	169	15	loads	load	NOUN
fis-4119	169	16	such	such	ADJ
fis-4119	169	17	as	as	ADP
fis-4119	169	18	blasts	blast	NOUN
fis-4119	169	19	and	and	CCONJ
fis-4119	169	20	earthquakes	earthquake	NOUN
fis-4119	169	21	.	.	PUNCT
fis-4119	170	1	the	the	DET
fis-4119	170	2	strain	strain	NOUN
fis-4119	170	3	energy	energy	NOUN
fis-4119	170	4	was	be	AUX
fis-4119	170	5	calculated	calculate	VERB
fis-4119	170	6	by	by	ADP
fis-4119	170	7	finding	find	VERB
fis-4119	170	8	the	the	DET
fis-4119	170	9	cumulative	cumulative	ADJ
fis-4119	170	10	area	area	NOUN
fis-4119	170	11	under	under	ADP
fis-4119	170	12	the	the	DET
fis-4119	170	13	stress	stress	NOUN
fis-4119	170	14	-	-	PUNCT
fis-4119	170	15	strain	strain	NOUN
fis-4119	170	16	curve	curve	NOUN
fis-4119	170	17	.	.	PUNCT
fis-4119	171	1	it	it	PRON
fis-4119	171	2	can	can	AUX
fis-4119	171	3	be	be	AUX
fis-4119	171	4	observed	observe	VERB
fis-4119	171	5	that	that	SCONJ
fis-4119	171	6	although	although	SCONJ
fis-4119	171	7	rmbc	rmbc	NOUN
fis-4119	171	8	had	have	VERB
fis-4119	171	9	the	the	DET
fis-4119	171	10	higher	high	ADJ
fis-4119	171	11	strength	strength	NOUN
fis-4119	171	12	,	,	PUNCT
fis-4119	171	13	it	it	PRON
fis-4119	171	14	did	do	AUX
fis-4119	171	15	not	not	PART
fis-4119	171	16	provide	provide	VERB
fis-4119	171	17	the	the	DET
fis-4119	171	18	maximum	maximum	ADJ
fis-4119	171	19	cumulative	cumulative	ADJ
fis-4119	171	20	energy	energy	NOUN
fis-4119	171	21	,	,	PUNCT
fis-4119	171	22	because	because	SCONJ
fis-4119	171	23	the	the	DET
fis-4119	171	24	strength	strength	NOUN
fis-4119	171	25	significantly	significantly	ADV
fis-4119	171	26	dropped	drop	VERB
fis-4119	171	27	after	after	ADP
fis-4119	171	28	the	the	DET
fis-4119	171	29	peak	peak	NOUN
fis-4119	171	30	.	.	PUNCT
fis-4119	172	1	fig	fig	NOUN
fis-4119	172	2	.	.	PUNCT
fis-4119	173	1	5b	5b	PROPN
fis-4119	173	2	shows	show	VERB
fis-4119	173	3	the	the	DET
fis-4119	173	4	mid	mid	ADJ
fis-4119	173	5	-	-	ADJ
fis-4119	173	6	span	span	ADJ
fis-4119	173	7	deflection	deflection	NOUN
fis-4119	173	8	vs	vs	ADP
fis-4119	173	9	the	the	DET
fis-4119	173	10	strain	strain	NOUN
fis-4119	173	11	energy	energy	NOUN
fis-4119	173	12	.	.	PUNCT
fis-4119	174	1	crack	crack	VERB
fis-4119	174	2	pattern	pattern	NOUN
fis-4119	174	3	and	and	CCONJ
fis-4119	174	4	failure	failure	NOUN
fis-4119	174	5	modes	mode	NOUN
fis-4119	174	6	fig	fig	NOUN
fis-4119	174	7	.	.	PUNCT
fis-4119	175	1	6	6	NUM
fis-4119	175	2	illustrates	illustrate	VERB
fis-4119	175	3	the	the	DET
fis-4119	175	4	experimental	experimental	ADJ
fis-4119	175	5	patterns	pattern	NOUN
fis-4119	175	6	for	for	ADP
fis-4119	175	7	beam	beam	NOUN
fis-4119	175	8	specimens	specimen	NOUN
fis-4119	175	9	.	.	PUNCT
fis-4119	175	10	initially	initially	ADV
fis-4119	175	11	,	,	PUNCT
fis-4119	175	12	the	the	DET
fis-4119	175	13	beam	beam	NOUN
fis-4119	175	14	rmba	rmba	NOUN
fis-4119	175	15	suffered	suffer	VERB
fis-4119	175	16	from	from	ADP
fis-4119	175	17	one	one	NUM
fis-4119	175	18	flexural	flexural	ADJ
fis-4119	175	19	crack	crack	NOUN
fis-4119	175	20	and	and	CCONJ
fis-4119	175	21	two	two	NUM
fis-4119	175	22	diagonal	diagonal	ADJ
fis-4119	175	23	cracks	crack	NOUN
fis-4119	175	24	originating	originate	VERB
fis-4119	175	25	from	from	ADP
fis-4119	175	26	each	each	DET
fis-4119	175	27	side	side	NOUN
fis-4119	175	28	of	of	ADP
fis-4119	175	29	the	the	DET
fis-4119	175	30	beam	beam	NOUN
fis-4119	175	31	.	.	PUNCT
fis-4119	176	1	as	as	SCONJ
fis-4119	176	2	the	the	DET
fis-4119	176	3	load	load	NOUN
fis-4119	176	4	increased	increase	VERB
fis-4119	176	5	,	,	PUNCT
fis-4119	176	6	two	two	NUM
fis-4119	176	7	diagonal	diagonal	ADJ
fis-4119	176	8	cracks	crack	NOUN
fis-4119	176	9	widened	widen	VERB
fis-4119	176	10	from	from	ADP
fis-4119	176	11	each	each	DET
fis-4119	176	12	side	side	NOUN
fis-4119	176	13	of	of	ADP
fis-4119	176	14	the	the	DET
fis-4119	176	15	beam	beam	NOUN
fis-4119	176	16	until	until	SCONJ
fis-4119	176	17	the	the	DET
fis-4119	176	18	shear	shear	NOUN
fis-4119	176	19	failure	failure	NOUN
fis-4119	176	20	happened	happen	VERB
fis-4119	176	21	at	at	ADP
fis-4119	176	22	25	25	NUM
fis-4119	176	23	kn	kn	NOUN
fis-4119	176	24	with	with	ADP
fis-4119	176	25	a	a	DET
fis-4119	176	26	deflection	deflection	NOUN
fis-4119	176	27	equal	equal	ADJ
fis-4119	176	28	to	to	ADP
fis-4119	176	29	11.8	11.8	NUM
fis-4119	176	30	mm	mm	NOUN
fis-4119	176	31	.	.	PUNCT
fis-4119	177	1	for	for	ADP
fis-4119	177	2	the	the	DET
fis-4119	177	3	beam	beam	NOUN
fis-4119	177	4	rmbb	rmbb	NOUN
fis-4119	177	5	,	,	PUNCT
fis-4119	177	6	one	one	NUM
fis-4119	177	7	flexural	flexural	ADJ
fis-4119	177	8	crack	crack	NOUN
fis-4119	177	9	at	at	ADP
fis-4119	177	10	the	the	DET
fis-4119	177	11	mid	mid	NOUN
fis-4119	177	12	-	-	NOUN
fis-4119	177	13	span	span	NOUN
fis-4119	177	14	had	have	AUX
fis-4119	177	15	occurred	occur	VERB
fis-4119	177	16	perpendicular	perpendicular	NOUN
fis-4119	177	17	to	to	ADP
fis-4119	177	18	the	the	DET
fis-4119	177	19	beam	beam	ADJ
fis-4119	177	20	center	center	PROPN
fis-4119	177	21	line	line	NOUN
fis-4119	177	22	.	.	PUNCT
fis-4119	178	1	then	then	ADV
fis-4119	178	2	a	a	DET
fis-4119	178	3	single	single	ADJ
fis-4119	178	4	diagonal	diagonal	ADJ
fis-4119	178	5	crack	crack	NOUN
fis-4119	178	6	originated	originate	VERB
fis-4119	178	7	on	on	ADP
fis-4119	178	8	one	one	NUM
fis-4119	178	9	side	side	NOUN
fis-4119	178	10	of	of	ADP
fis-4119	178	11	the	the	DET
fis-4119	178	12	beam	beam	NOUN
fis-4119	178	13	until	until	SCONJ
fis-4119	178	14	failure	failure	NOUN
fis-4119	178	15	happened	happen	VERB
fis-4119	178	16	at	at	ADP
fis-4119	178	17	25.7	25.7	NUM
fis-4119	178	18	kn	kn	NOUN
fis-4119	178	19	with	with	ADP
fis-4119	178	20	a	a	DET
fis-4119	178	21	deflection	deflection	NOUN
fis-4119	178	22	equal	equal	ADJ
fis-4119	178	23	to	to	ADP
fis-4119	178	24	6.14	6.14	NUM
fis-4119	178	25	mm	mm	NOUN
fis-4119	178	26	.	.	PUNCT
fis-4119	179	1	the	the	DET
fis-4119	179	2	beams	beam	NOUN
fis-4119	179	3	rmba	rmba	NOUN
fis-4119	179	4	and	and	CCONJ
fis-4119	179	5	rmbb	rmbb	NOUN
fis-4119	179	6	experienced	experience	VERB
fis-4119	179	7	shear	shear	NOUN
fis-4119	179	8	failure	failure	NOUN
fis-4119	179	9	mostly	mostly	ADV
fis-4119	179	10	in	in	ADP
fis-4119	179	11	the	the	DET
fis-4119	179	12	grout	grout	NOUN
fis-4119	179	13	joint	joint	NOUN
fis-4119	179	14	.	.	PUNCT
fis-4119	180	1	thus	thus	ADV
fis-4119	180	2	,	,	PUNCT
fis-4119	180	3	it	it	PRON
fis-4119	180	4	can	can	AUX
fis-4119	180	5	be	be	AUX
fis-4119	180	6	concluded	conclude	VERB
fis-4119	180	7	that	that	SCONJ
fis-4119	180	8	the	the	DET
fis-4119	180	9	beam	beam	NOUN
fis-4119	180	10	rmba	rmba	NOUN
fis-4119	180	11	showed	show	VERB
fis-4119	180	12	the	the	DET
fis-4119	180	13	shape	shape	NOUN
fis-4119	180	14	of	of	ADP
fis-4119	180	15	the	the	DET
fis-4119	180	16	diagonal	diagonal	ADJ
fis-4119	180	17	cracks	crack	NOUN
fis-4119	180	18	more	more	ADV
fis-4119	180	19	clearly	clearly	ADV
fis-4119	180	20	than	than	ADP
fis-4119	180	21	the	the	DET
fis-4119	180	22	rmbb	rmbb	NOUN
fis-4119	180	23	before	before	ADP
fis-4119	180	24	failure	failure	NOUN
fis-4119	180	25	.	.	PUNCT
fis-4119	181	1	the	the	DET
fis-4119	181	2	shear	shear	NOUN
fis-4119	181	3	failure	failure	NOUN
fis-4119	181	4	in	in	ADP
fis-4119	181	5	rmba	rmba	NOUN
fis-4119	181	6	happened	happen	VERB
fis-4119	181	7	due	due	ADP
fis-4119	181	8	to	to	ADP
fis-4119	181	9	the	the	DET
fis-4119	181	10	lack	lack	NOUN
fis-4119	181	11	of	of	ADP
fis-4119	181	12	shear	shear	NOUN
fis-4119	181	13	reinforcements	reinforcement	NOUN
fis-4119	181	14	,	,	PUNCT
fis-4119	181	15	however	however	ADV
fis-4119	181	16	,	,	PUNCT
fis-4119	181	17	for	for	ADP
fis-4119	181	18	rmbb	rmbb	NOUN
fis-4119	181	19	the	the	DET
fis-4119	181	20	shear	shear	NOUN
fis-4119	181	21	reinforcement	reinforcement	NOUN
fis-4119	181	22	combined	combine	VERB
fis-4119	181	23	with	with	ADP
fis-4119	181	24	the	the	DET
fis-4119	181	25	100	100	NUM
fis-4119	181	26	%	%	NOUN
fis-4119	181	27	frp	frp	PROPN
fis-4119	181	28	longitudinal	longitudinal	ADJ
fis-4119	181	29	reinforcement	reinforcement	NOUN
fis-4119	181	30	did	do	AUX
fis-4119	181	31	not	not	PART
fis-4119	181	32	enhance	enhance	VERB
fis-4119	181	33	the	the	DET
fis-4119	181	34	shear	shear	NOUN
fis-4119	181	35	strength	strength	NOUN
fis-4119	181	36	.	.	PUNCT
fis-4119	182	1	the	the	DET
fis-4119	182	2	beam	beam	PROPN
fis-4119	182	3	rmbc	rmbc	NOUN
fis-4119	182	4	exhibited	exhibit	VERB
fis-4119	182	5	flexural	flexural	ADJ
fis-4119	182	6	failure	failure	NOUN
fis-4119	182	7	,	,	PUNCT
fis-4119	182	8	and	and	CCONJ
fis-4119	182	9	three	three	NUM
fis-4119	182	10	vertical	vertical	ADJ
fis-4119	182	11	flexure	flexure	NOUN
fis-4119	182	12	cracks	crack	NOUN
fis-4119	182	13	propagated	propagate	VERB
fis-4119	182	14	at	at	ADP
fis-4119	182	15	the	the	DET
fis-4119	182	16	mid	mid	NOUN
fis-4119	182	17	-	-	NOUN
fis-4119	182	18	span	span	NOUN
fis-4119	182	19	.	.	PUNCT
fis-4119	183	1	the	the	DET
fis-4119	183	2	exitance	exitance	NOUN
fis-4119	183	3	of	of	ADP
fis-4119	183	4	steel	steel	NOUN
fis-4119	183	5	rebar	rebar	NOUN
fis-4119	183	6	enhanced	enhance	VERB
fis-4119	183	7	the	the	DET
fis-4119	183	8	shear	shear	NOUN
fis-4119	183	9	strength	strength	NOUN
fis-4119	183	10	.	.	PUNCT
fis-4119	184	1	as	as	SCONJ
fis-4119	184	2	the	the	DET
fis-4119	184	3	load	load	NOUN
fis-4119	184	4	increased	increase	VERB
fis-4119	184	5	,	,	PUNCT
fis-4119	184	6	two	two	NUM
fis-4119	184	7	flexural	flexural	ADJ
fis-4119	184	8	cracks	crack	NOUN
fis-4119	184	9	widened	widen	VERB
fis-4119	184	10	until	until	SCONJ
fis-4119	184	11	failure	failure	NOUN
fis-4119	184	12	occurred	occur	VERB
fis-4119	184	13	in	in	ADP
fis-4119	184	14	the	the	DET
fis-4119	184	15	grout	grout	NOUN
fis-4119	184	16	joint	joint	NOUN
fis-4119	184	17	at	at	ADP
fis-4119	184	18	30.5	30.5	NUM
fis-4119	184	19	kn	kn	NOUN
fis-4119	184	20	with	with	ADP
fis-4119	184	21	a	a	DET
fis-4119	184	22	deflection	deflection	NOUN
fis-4119	184	23	equal	equal	ADJ
fis-4119	184	24	to	to	ADP
fis-4119	184	25	15.3	15.3	NUM
fis-4119	184	26	mm	mm	NOUN
fis-4119	184	27	.	.	PUNCT
fis-4119	185	1	all	all	DET
fis-4119	185	2	beams	beam	NOUN
fis-4119	185	3	failed	fail	VERB
fis-4119	185	4	due	due	ADP
fis-4119	185	5	to	to	ADP
fis-4119	185	6	cfrp	cfrp	PROPN
fis-4119	185	7	rebar	rebar	NOUN
fis-4119	185	8	cutting	cutting	NOUN
fis-4119	185	9	;	;	PUNCT
fis-4119	185	10	cfrp	cfrp	PROPN
fis-4119	185	11	cutting	cutting	NOUN
fis-4119	185	12	began	begin	VERB
fis-4119	185	13	at	at	ADP
fis-4119	185	14	the	the	DET
fis-4119	185	15	final	final	ADJ
fis-4119	185	16	stage	stage	NOUN
fis-4119	185	17	of	of	ADP
fis-4119	185	18	loading	loading	NOUN
fis-4119	185	19	before	before	ADP
fis-4119	185	20	failure	failure	NOUN
fis-4119	185	21	.	.	PUNCT
fis-4119	186	1	(	(	PUNCT
fis-4119	186	2	a	a	X
fis-4119	186	3	)	)	PUNCT
fis-4119	186	4	m.	m.	NOUN
fis-4119	186	5	zaglal	zaglal	PROPN
fis-4119	186	6	et	et	PROPN
fis-4119	186	7	alii	alii	PROPN
fis-4119	186	8	,	,	PUNCT
fis-4119	186	9	frattura	frattura	PROPN
fis-4119	186	10	ed	ed	PROPN
fis-4119	186	11	integrità	integrità	PROPN
fis-4119	186	12	strutturale	strutturale	PROPN
fis-4119	186	13	,	,	PUNCT
fis-4119	186	14	66	66	NUM
fis-4119	186	15	(	(	PUNCT
fis-4119	186	16	2023	2023	NUM
fis-4119	186	17	)	)	PUNCT
fis-4119	186	18	1	1	NUM
fis-4119	186	19	-	-	SYM
fis-4119	186	20	16	16	NUM
fis-4119	186	21	;	;	PUNCT
fis-4119	186	22	doi	doi	NOUN
fis-4119	186	23	:	:	PUNCT
fis-4119	186	24	10.3221	10.3221	NUM
fis-4119	186	25	/	/	SYM
fis-4119	186	26	igf	igf	PROPN
fis-4119	186	27	-	-	ADJ
fis-4119	186	28	esis.66.01	esis.66.01	ADJ
fis-4119	186	29	10	10	NUM
fis-4119	186	30	(	(	PUNCT
fis-4119	186	31	b	b	NOUN
fis-4119	186	32	)	)	PUNCT
fis-4119	186	33	(	(	PUNCT
fis-4119	186	34	c	c	X
fis-4119	186	35	)	)	PUNCT
fis-4119	186	36	figure	figure	NOUN
fis-4119	186	37	6	6	NUM
fis-4119	186	38	:	:	PUNCT
fis-4119	186	39	crack	crack	VERB
fis-4119	186	40	patterns	pattern	NOUN
fis-4119	186	41	from	from	ADP
fis-4119	186	42	experimental	experimental	ADJ
fis-4119	186	43	beams	beam	NOUN
fis-4119	186	44	.	.	PUNCT
fis-4119	187	1	finite	finite	PROPN
fis-4119	187	2	element	element	PROPN
fis-4119	187	3	modelling	model	VERB
fis-4119	187	4	he	he	PRON
fis-4119	187	5	material	material	NOUN
fis-4119	187	6	model	model	NOUN
fis-4119	187	7	used	use	VERB
fis-4119	187	8	for	for	ADP
fis-4119	187	9	concrete	concrete	ADJ
fis-4119	187	10	bricks	brick	NOUN
fis-4119	187	11	is	be	AUX
fis-4119	187	12	associated	associate	VERB
fis-4119	187	13	with	with	ADP
fis-4119	187	14	the	the	DET
fis-4119	187	15	element	element	NOUN
fis-4119	187	16	solid	solid	ADJ
fis-4119	187	17	65	65	NUM
fis-4119	187	18	.	.	PUNCT
fis-4119	188	1	the	the	DET
fis-4119	188	2	model	model	NOUN
fis-4119	188	3	is	be	AUX
fis-4119	188	4	defined	define	VERB
fis-4119	188	5	by	by	ADP
fis-4119	188	6	the	the	DET
fis-4119	188	7	concrete	concrete	ADJ
fis-4119	188	8	compressive	compressive	ADJ
fis-4119	188	9	strength	strength	NOUN
fis-4119	188	10	,	,	PUNCT
fis-4119	188	11	tension	tension	NOUN
fis-4119	188	12	strength	strength	NOUN
fis-4119	188	13	,	,	PUNCT
fis-4119	188	14	shear	shear	NOUN
fis-4119	188	15	stiffness	stiffness	NOUN
fis-4119	188	16	for	for	ADP
fis-4119	188	17	opened	open	VERB
fis-4119	188	18	and	and	CCONJ
fis-4119	188	19	closed	closed	ADJ
fis-4119	188	20	concrete	concrete	ADJ
fis-4119	188	21	cracks	crack	NOUN
fis-4119	188	22	,	,	PUNCT
fis-4119	188	23	and	and	CCONJ
fis-4119	188	24	residual	residual	ADJ
fis-4119	188	25	stiffness	stiffness	NOUN
fis-4119	188	26	after	after	ADP
fis-4119	188	27	failure	failure	NOUN
fis-4119	188	28	.	.	PUNCT
fis-4119	189	1	this	this	DET
fis-4119	189	2	model	model	NOUN
fis-4119	189	3	simulates	simulate	VERB
fis-4119	189	4	the	the	DET
fis-4119	189	5	elastic	elastic	ADJ
fis-4119	189	6	damage	damage	NOUN
fis-4119	189	7	of	of	ADP
fis-4119	189	8	concrete	concrete	NOUN
fis-4119	189	9	,	,	PUNCT
fis-4119	189	10	but	but	CCONJ
fis-4119	189	11	it	it	PRON
fis-4119	189	12	can	can	AUX
fis-4119	189	13	also	also	ADV
fis-4119	189	14	include	include	VERB
fis-4119	189	15	the	the	DET
fis-4119	189	16	effect	effect	NOUN
fis-4119	189	17	of	of	ADP
fis-4119	189	18	plasticity	plasticity	NOUN
fis-4119	189	19	by	by	ADP
fis-4119	189	20	adding	add	VERB
fis-4119	189	21	multilinear	multilinear	ADJ
fis-4119	189	22	isotopic	isotopic	NOUN
fis-4119	189	23	hardening	harden	VERB
fis-4119	189	24	in	in	ADP
fis-4119	189	25	relation	relation	NOUN
fis-4119	189	26	to	to	ADP
fis-4119	189	27	the	the	DET
fis-4119	189	28	material	material	NOUN
fis-4119	189	29	definition	definition	NOUN
fis-4119	189	30	.	.	PUNCT
fis-4119	190	1	at	at	ADP
fis-4119	190	2	each	each	DET
fis-4119	190	3	element	element	NOUN
fis-4119	190	4	integration	integration	NOUN
fis-4119	190	5	point	point	NOUN
fis-4119	190	6	,	,	PUNCT
fis-4119	190	7	if	if	SCONJ
fis-4119	190	8	the	the	DET
fis-4119	190	9	compressive	compressive	ADJ
fis-4119	190	10	failure	failure	NOUN
fis-4119	190	11	criteria	criterion	NOUN
fis-4119	190	12	are	be	AUX
fis-4119	190	13	achieved	achieve	VERB
fis-4119	190	14	,	,	PUNCT
fis-4119	190	15	the	the	DET
fis-4119	190	16	element	element	NOUN
fis-4119	190	17	loses	lose	VERB
fis-4119	190	18	its	its	PRON
fis-4119	190	19	stiffness	stiffness	ADJ
fis-4119	190	20	contribution	contribution	NOUN
fis-4119	190	21	at	at	ADP
fis-4119	190	22	this	this	DET
fis-4119	190	23	point	point	NOUN
fis-4119	190	24	.	.	PUNCT
fis-4119	191	1	the	the	DET
fis-4119	191	2	bilinear	bilinear	ADJ
fis-4119	191	3	isotropic	isotropic	NOUN
fis-4119	191	4	hardening	harden	VERB
fis-4119	191	5	plasticity	plasticity	NOUN
fis-4119	191	6	model	model	NOUN
fis-4119	191	7	was	be	AUX
fis-4119	191	8	used	use	VERB
fis-4119	191	9	for	for	ADP
fis-4119	191	10	the	the	DET
fis-4119	191	11	steel	steel	NOUN
fis-4119	191	12	.	.	PUNCT
fis-4119	192	1	this	this	DET
fis-4119	192	2	model	model	NOUN
fis-4119	192	3	's	's	PART
fis-4119	192	4	characteristics	characteristic	NOUN
fis-4119	192	5	are	be	AUX
fis-4119	192	6	the	the	DET
fis-4119	192	7	elastic	elastic	ADJ
fis-4119	192	8	characteristic	characteristic	NOUN
fis-4119	192	9	,	,	PUNCT
fis-4119	192	10	the	the	DET
fis-4119	192	11	yield	yield	NOUN
fis-4119	192	12	stress	stress	NOUN
fis-4119	192	13	,	,	PUNCT
fis-4119	192	14	and	and	CCONJ
fis-4119	192	15	the	the	DET
fis-4119	192	16	plastic	plastic	ADJ
fis-4119	192	17	tangent	tangent	NOUN
fis-4119	192	18	modulus	modulus	NOUN
fis-4119	192	19	.	.	PUNCT
fis-4119	193	1	the	the	DET
fis-4119	193	2	mechanical	mechanical	ADJ
fis-4119	193	3	properties	property	NOUN
fis-4119	193	4	were	be	AUX
fis-4119	193	5	obtained	obtain	VERB
fis-4119	193	6	from	from	ADP
fis-4119	193	7	experimental	experimental	ADJ
fis-4119	193	8	work	work	NOUN
fis-4119	193	9	shown	show	VERB
fis-4119	193	10	in	in	ADP
fis-4119	193	11	tab	tab	NOUN
fis-4119	193	12	.	.	PUNCT
fis-4119	194	1	6	6	NUM
fis-4119	194	2	.	.	X
fis-4119	194	3	material	material	NOUN
fis-4119	194	4	property	property	NOUN
fis-4119	194	5	notation	notation	NOUN
fis-4119	194	6	value	value	NOUN
fis-4119	194	7	elastic	elastic	ADJ
fis-4119	194	8	modulus	modulus	NOUN
fis-4119	194	9	em	em	PRON
fis-4119	194	10	1666	1666	NUM
fis-4119	194	11	mpa	mpa	PROPN
fis-4119	194	12	masonry	masonry	PROPN
fis-4119	194	13	poisson	poisson	PROPN
fis-4119	194	14	's	's	PART
fis-4119	194	15	ratio	ratio	NOUN
fis-4119	194	16	νm	νm	VERB
fis-4119	194	17	0.2	0.2	NUM
fis-4119	194	18	compressive	compressive	ADJ
fis-4119	194	19	strength	strength	NOUN
fis-4119	194	20	fmc	fmc	PROPN
fis-4119	194	21	21	21	NUM
fis-4119	194	22	mpa	mpa	PROPN
fis-4119	194	23	tensile	tensile	NOUN
fis-4119	194	24	strength	strength	NOUN
fis-4119	194	25	fmt	fmt	VERB
fis-4119	194	26	1.78	1.78	NUM
fis-4119	194	27	mpa	mpa	NOUN
fis-4119	194	28	elastic	elastic	ADJ
fis-4119	194	29	modulus	modulus	NOUN
fis-4119	194	30	es	es	X
fis-4119	194	31	200	200	NUM
fis-4119	194	32	gpa	gpa	PROPN
fis-4119	194	33	steel	steel	NOUN
fis-4119	194	34	rebar	rebar	NOUN
fis-4119	194	35	poisson	poisson	NOUN
fis-4119	194	36	's	's	PART
fis-4119	194	37	ratio	ratio	NOUN
fis-4119	194	38	νs	νs	ADP
fis-4119	194	39	0.3	0.3	NUM
fis-4119	194	40	yield	yield	NOUN
fis-4119	194	41	strength	strength	NOUN
fis-4119	194	42	fy	fy	PROPN
fis-4119	194	43	longitudinal	longitudinal	ADJ
fis-4119	194	44	stirrup	stirrup	NOUN
fis-4119	194	45	400	400	NUM
fis-4119	194	46	mpa	mpa	NOUN
fis-4119	194	47	240	240	NUM
fis-4119	194	48	mpa	mpa	PROPN
fis-4119	194	49	cfrp	cfrp	PROPN
fis-4119	194	50	elastic	elastic	ADJ
fis-4119	194	51	modulus	modulus	NOUN
fis-4119	194	52	ef	ef	PROPN
fis-4119	194	53	121	121	NUM
fis-4119	194	54	gpa	gpa	PROPN
fis-4119	194	55	table	table	NOUN
fis-4119	194	56	6	6	NUM
fis-4119	194	57	:	:	PUNCT
fis-4119	194	58	mechanical	mechanical	ADJ
fis-4119	194	59	properties	property	NOUN
fis-4119	194	60	of	of	ADP
fis-4119	194	61	masonry	masonry	NOUN
fis-4119	194	62	,	,	PUNCT
fis-4119	194	63	steel	steel	NOUN
fis-4119	194	64	and	and	CCONJ
fis-4119	194	65	cfrp	cfrp	PROPN
fis-4119	194	66	rebar	rebar	NOUN
fis-4119	194	67	.	.	PUNCT
fis-4119	195	1	an	an	DET
fis-4119	195	2	ansys	ansys	PROPN
fis-4119	195	3	parametric	parametric	PROPN
fis-4119	195	4	design	design	NOUN
fis-4119	195	5	language	language	NOUN
fis-4119	195	6	(	(	PUNCT
fis-4119	195	7	apdl	apdl	NOUN
fis-4119	195	8	)	)	PUNCT
fis-4119	195	9	code	code	NOUN
fis-4119	195	10	was	be	AUX
fis-4119	195	11	used	use	VERB
fis-4119	195	12	to	to	PART
fis-4119	195	13	input	input	VERB
fis-4119	195	14	the	the	DET
fis-4119	195	15	material	material	NOUN
fis-4119	195	16	properties	property	NOUN
fis-4119	195	17	including	include	VERB
fis-4119	195	18	the	the	DET
fis-4119	195	19	nonlinear	nonlinear	ADJ
fis-4119	195	20	stage	stage	NOUN
fis-4119	195	21	of	of	ADP
fis-4119	195	22	the	the	DET
fis-4119	195	23	stress	stress	NOUN
fis-4119	195	24	-	-	PUNCT
fis-4119	195	25	strain	strain	NOUN
fis-4119	195	26	curve	curve	NOUN
fis-4119	195	27	by	by	ADP
fis-4119	195	28	processing	process	VERB
fis-4119	195	29	commands	command	NOUN
fis-4119	195	30	.	.	PUNCT
fis-4119	196	1	a	a	DET
fis-4119	196	2	numerical	numerical	ADJ
fis-4119	196	3	simulation	simulation	NOUN
fis-4119	196	4	was	be	AUX
fis-4119	196	5	conducted	conduct	VERB
fis-4119	196	6	to	to	PART
fis-4119	196	7	model	model	VERB
fis-4119	196	8	only	only	ADV
fis-4119	196	9	half	half	ADJ
fis-4119	196	10	beams	beam	NOUN
fis-4119	196	11	with	with	ADP
fis-4119	196	12	the	the	DET
fis-4119	196	13	same	same	ADJ
fis-4119	196	14	dimensions	dimension	NOUN
fis-4119	196	15	as	as	SCONJ
fis-4119	196	16	those	those	DET
fis-4119	196	17	experimentally	experimentally	ADV
fis-4119	196	18	tested	test	VERB
fis-4119	196	19	(	(	PUNCT
fis-4119	196	20	95	95	NUM
fis-4119	196	21	x	x	SYM
fis-4119	196	22	200	200	NUM
fis-4119	196	23	x	x	SYM
fis-4119	196	24	950)mm	950)mm	NOUN
fis-4119	196	25	to	to	PART
fis-4119	196	26	verify	verify	VERB
fis-4119	196	27	the	the	DET
fis-4119	196	28	tested	test	VERB
fis-4119	196	29	beams	beam	NOUN
fis-4119	196	30	'	'	PART
fis-4119	196	31	experimental	experimental	ADJ
fis-4119	196	32	findings	finding	NOUN
fis-4119	196	33	fig	fig	NOUN
fis-4119	196	34	.	.	PUNCT
fis-4119	197	1	8	8	NUM
fis-4119	197	2	.	.	PUNCT
fis-4119	198	1	a	a	DET
fis-4119	198	2	three	three	NUM
fis-4119	198	3	-	-	PUNCT
fis-4119	198	4	dimensional	dimensional	ADJ
fis-4119	198	5	(	(	PUNCT
fis-4119	198	6	3d	3d	NOUN
fis-4119	198	7	)	)	PUNCT
fis-4119	198	8	finite	finite	PROPN
fis-4119	198	9	element	element	NOUN
fis-4119	198	10	model	model	NOUN
fis-4119	198	11	(	(	PUNCT
fis-4119	198	12	fem	fem	PROPN
fis-4119	198	13	)	)	PUNCT
fis-4119	198	14	was	be	AUX
fis-4119	198	15	constructed	construct	VERB
fis-4119	198	16	by	by	ADP
fis-4119	198	17	ansys	ansys	PROPN
fis-4119	198	18	2020r20	2020r20	PROPN
fis-4119	198	19	.	.	PUNCT
fis-4119	199	1	the	the	DET
fis-4119	199	2	built	build	VERB
fis-4119	199	3	fe	fe	NOUN
fis-4119	199	4	model	model	NOUN
fis-4119	199	5	is	be	AUX
fis-4119	199	6	made	make	VERB
fis-4119	199	7	up	up	ADP
fis-4119	199	8	of	of	ADP
fis-4119	199	9	three	three	NUM
fis-4119	199	10	distinct	distinct	ADJ
fis-4119	199	11	sorts	sort	NOUN
fis-4119	199	12	of	of	ADP
fis-4119	199	13	elements	element	NOUN
fis-4119	199	14	.	.	PUNCT
fis-4119	200	1	a	a	DET
fis-4119	200	2	solid65	solid65	NOUN
fis-4119	200	3	element	element	NOUN
fis-4119	200	4	was	be	AUX
fis-4119	200	5	used	use	VERB
fis-4119	200	6	to	to	PART
fis-4119	200	7	represent	represent	VERB
fis-4119	200	8	concrete	concrete	ADJ
fis-4119	200	9	components	component	NOUN
fis-4119	200	10	by	by	ADP
fis-4119	200	11	3d	3d	NOUN
fis-4119	200	12	8noded	8noded	NUM
fis-4119	200	13	solid	solid	ADJ
fis-4119	200	14	elements	element	NOUN
fis-4119	200	15	with	with	ADP
fis-4119	200	16	3	3	NUM
fis-4119	200	17	degrees	degree	NOUN
fis-4119	200	18	of	of	ADP
fis-4119	200	19	freedom	freedom	NOUN
fis-4119	200	20	at	at	ADP
fis-4119	200	21	one	one	NUM
fis-4119	200	22	point	point	NOUN
fis-4119	200	23	by	by	ADP
fis-4119	200	24	x	x	PROPN
fis-4119	200	25	,	,	PUNCT
fis-4119	200	26	y	y	PROPN
fis-4119	200	27	,	,	PUNCT
fis-4119	200	28	and	and	CCONJ
fis-4119	200	29	z	z	NOUN
fis-4119	200	30	directions	direction	NOUN
fis-4119	200	31	used	use	VERB
fis-4119	200	32	to	to	PART
fis-4119	200	33	simulate	simulate	VERB
fis-4119	200	34	masonry	masonry	NOUN
fis-4119	200	35	as	as	ADP
fis-4119	200	36	concrete	concrete	ADJ
fis-4119	200	37	.	.	PUNCT
fis-4119	201	1	t	t	PROPN
fis-4119	201	2	m.	m.	NOUN
fis-4119	201	3	zaglal	zaglal	PROPN
fis-4119	201	4	et	et	PROPN
fis-4119	201	5	alii	alii	PROPN
fis-4119	201	6	,	,	PUNCT
fis-4119	201	7	frattura	frattura	PROPN
fis-4119	201	8	ed	ed	PROPN
fis-4119	201	9	integrità	integrità	PROPN
fis-4119	201	10	strutturale	strutturale	PROPN
fis-4119	201	11	,	,	PUNCT
fis-4119	201	12	66	66	NUM
fis-4119	201	13	(	(	PUNCT
fis-4119	201	14	2023	2023	NUM
fis-4119	201	15	)	)	PUNCT
fis-4119	201	16	1	1	NUM
fis-4119	201	17	-	-	SYM
fis-4119	201	18	16	16	NUM
fis-4119	201	19	;	;	PUNCT
fis-4119	201	20	doi	doi	NOUN
fis-4119	201	21	:	:	PUNCT
fis-4119	201	22	10.3221	10.3221	NUM
fis-4119	201	23	/	/	SYM
fis-4119	201	24	igf	igf	PROPN
fis-4119	201	25	-	-	ADJ
fis-4119	201	26	esis.66.01	esis.66.01	PROPN
fis-4119	201	27	11	11	NUM
fis-4119	201	28	a	a	DET
fis-4119	201	29	link	link	NOUN
fis-4119	201	30	180	180	NUM
fis-4119	201	31	element	element	NOUN
fis-4119	201	32	was	be	AUX
fis-4119	201	33	used	use	VERB
fis-4119	201	34	to	to	PART
fis-4119	201	35	model	model	VERB
fis-4119	201	36	the	the	DET
fis-4119	201	37	steel	steel	NOUN
fis-4119	201	38	cfrp	cfrp	PROPN
fis-4119	201	39	reinforcement	reinforcement	NOUN
fis-4119	201	40	.	.	PUNCT
fis-4119	202	1	generally	generally	ADV
fis-4119	202	2	,	,	PUNCT
fis-4119	202	3	steel	steel	NOUN
fis-4119	202	4	is	be	AUX
fis-4119	202	5	very	very	ADV
fis-4119	202	6	uniform	uniform	ADJ
fis-4119	202	7	,	,	PUNCT
fis-4119	202	8	unlike	unlike	ADP
fis-4119	202	9	concrete	concrete	NOUN
fis-4119	202	10	,	,	PUNCT
fis-4119	202	11	and	and	CCONJ
fis-4119	202	12	the	the	DET
fis-4119	202	13	specification	specification	NOUN
fis-4119	202	14	of	of	ADP
fis-4119	202	15	a	a	DET
fis-4119	202	16	single	single	ADJ
fis-4119	202	17	stress	stress	NOUN
fis-4119	202	18	-	-	PUNCT
fis-4119	202	19	strain	strain	NOUN
fis-4119	202	20	relation	relation	NOUN
fis-4119	202	21	is	be	AUX
fis-4119	202	22	satisfactory	satisfactory	ADJ
fis-4119	202	23	to	to	PART
fis-4119	202	24	be	be	AUX
fis-4119	202	25	defined	define	VERB
fis-4119	202	26	numerically	numerically	ADV
fis-4119	202	27	.	.	PUNCT
fis-4119	203	1	link180	link180	PROPN
fis-4119	203	2	was	be	AUX
fis-4119	203	3	a	a	DET
fis-4119	203	4	uniaxial	uniaxial	ADJ
fis-4119	203	5	tension	tension	NOUN
fis-4119	203	6	-	-	PUNCT
fis-4119	203	7	compression	compression	NOUN
fis-4119	203	8	characteristic	characteristic	ADJ
fis-4119	203	9	so	so	ADV
fis-4119	203	10	using	use	VERB
fis-4119	203	11	this	this	DET
fis-4119	203	12	element	element	NOUN
fis-4119	203	13	is	be	AUX
fis-4119	203	14	possible	possible	ADJ
fis-4119	203	15	to	to	PART
fis-4119	203	16	represent	represent	VERB
fis-4119	203	17	trusses	truss	NOUN
fis-4119	203	18	,	,	PUNCT
fis-4119	203	19	cables	cable	NOUN
fis-4119	203	20	,	,	PUNCT
fis-4119	203	21	etc	etc	X
fis-4119	203	22	.	.	X
fis-4119	204	1	the	the	DET
fis-4119	204	2	solid	solid	ADJ
fis-4119	204	3	element	element	NOUN
fis-4119	204	4	solid	solid	ADJ
fis-4119	204	5	185	185	NUM
fis-4119	204	6	was	be	AUX
fis-4119	204	7	used	use	VERB
fis-4119	204	8	to	to	PART
fis-4119	204	9	model	model	VERB
fis-4119	204	10	the	the	DET
fis-4119	204	11	loading	loading	NOUN
fis-4119	204	12	and	and	CCONJ
fis-4119	204	13	bearing	bear	VERB
fis-4119	204	14	plates	plate	NOUN
fis-4119	204	15	[	[	X
fis-4119	204	16	22][23	22][23	NUM
fis-4119	204	17	]	]	PUNCT
fis-4119	204	18	.	.	PUNCT
fis-4119	205	1	fig	fig	NOUN
fis-4119	205	2	.	.	PUNCT
fis-4119	206	1	7	7	NUM
fis-4119	206	2	shows	show	VERB
fis-4119	206	3	the	the	DET
fis-4119	206	4	components	component	NOUN
fis-4119	206	5	of	of	ADP
fis-4119	206	6	the	the	DET
fis-4119	206	7	fe	fe	PROPN
fis-4119	206	8	beam	beam	PROPN
fis-4119	206	9	model	model	PROPN
fis-4119	206	10	.	.	PUNCT
fis-4119	207	1	masonry	masonry	NOUN
fis-4119	207	2	as	as	ADP
fis-4119	207	3	concrete	concrete	ADJ
fis-4119	207	4	is	be	AUX
fis-4119	207	5	attached	attach	VERB
fis-4119	207	6	to	to	ADP
fis-4119	207	7	rigid	rigid	ADJ
fis-4119	207	8	steel	steel	NOUN
fis-4119	207	9	plates	plate	NOUN
fis-4119	207	10	by	by	ADP
fis-4119	207	11	node	node	NOUN
fis-4119	207	12	merge	merge	NOUN
fis-4119	207	13	.	.	PUNCT
fis-4119	208	1	after	after	ADP
fis-4119	208	2	performing	perform	VERB
fis-4119	208	3	,	,	PUNCT
fis-4119	208	4	a	a	DET
fis-4119	208	5	convergence	convergence	NOUN
fis-4119	208	6	study	study	NOUN
fis-4119	208	7	,	,	PUNCT
fis-4119	208	8	the	the	DET
fis-4119	208	9	model	model	NOUN
fis-4119	208	10	's	's	PART
fis-4119	208	11	meshed	mesh	VERB
fis-4119	208	12	dimension	dimension	NOUN
fis-4119	208	13	was	be	AUX
fis-4119	208	14	15	15	NUM
fis-4119	208	15	x	x	SYM
fis-4119	208	16	15	15	NUM
fis-4119	208	17	mm	mm	NOUN
fis-4119	208	18	[	[	X
fis-4119	208	19	24–27	24–27	NUM
fis-4119	208	20	]	]	X
fis-4119	208	21	.	.	PUNCT
fis-4119	209	1	a	a	PRON
fis-4119	209	2	)	)	PUNCT
fis-4119	209	3	b	b	NOUN
fis-4119	209	4	)	)	PUNCT
fis-4119	209	5	c	c	NOUN
fis-4119	209	6	)	)	PUNCT
fis-4119	209	7	figure	figure	NOUN
fis-4119	209	8	7	7	NUM
fis-4119	209	9	:	:	PUNCT
fis-4119	209	10	components	component	NOUN
fis-4119	209	11	of	of	ADP
fis-4119	209	12	the	the	DET
fis-4119	209	13	fe	fe	PROPN
fis-4119	209	14	beam	beam	PROPN
fis-4119	209	15	model	model	PROPN
fis-4119	209	16	;	;	PUNCT
fis-4119	209	17	a	a	DET
fis-4119	209	18	)	)	PUNCT
fis-4119	209	19	reinforcement	reinforcement	NOUN
fis-4119	209	20	rebar	rebar	NOUN
fis-4119	209	21	,	,	PUNCT
fis-4119	209	22	b	b	NOUN
fis-4119	209	23	)	)	PUNCT
fis-4119	209	24	bearing	bear	VERB
fis-4119	209	25	plates	plate	NOUN
fis-4119	209	26	,	,	PUNCT
fis-4119	209	27	and	and	CCONJ
fis-4119	209	28	c	c	X
fis-4119	209	29	)	)	PUNCT
fis-4119	209	30	fe	fe	NOUN
fis-4119	209	31	mesh	mesh	NOUN
fis-4119	209	32	.	.	PUNCT
fis-4119	210	1	comparison	comparison	NOUN
fis-4119	210	2	between	between	ADP
fis-4119	210	3	numerical	numerical	ADJ
fis-4119	210	4	with	with	ADP
fis-4119	210	5	experimental	experimental	ADJ
fis-4119	210	6	igs	igs	PROPN
fis-4119	210	7	.	.	PROPN
fis-4119	211	1	(	(	PUNCT
fis-4119	211	2	8a	8a	NUM
fis-4119	211	3	,	,	PUNCT
fis-4119	211	4	b	b	NOUN
fis-4119	211	5	,	,	PUNCT
fis-4119	211	6	and	and	CCONJ
fis-4119	211	7	c	c	X
fis-4119	211	8	)	)	PUNCT
fis-4119	211	9	and	and	CCONJ
fis-4119	211	10	(	(	PUNCT
fis-4119	211	11	9a	9a	NOUN
fis-4119	211	12	,	,	PUNCT
fis-4119	211	13	b	b	NOUN
fis-4119	211	14	,	,	PUNCT
fis-4119	211	15	and	and	CCONJ
fis-4119	211	16	c	c	X
fis-4119	211	17	)	)	PUNCT
fis-4119	211	18	show	show	VERB
fis-4119	211	19	a	a	DET
fis-4119	211	20	comparison	comparison	NOUN
fis-4119	211	21	between	between	ADP
fis-4119	211	22	the	the	DET
fis-4119	211	23	load	load	NOUN
fis-4119	211	24	vs	vs	ADP
fis-4119	211	25	displacement	displacement	NOUN
fis-4119	211	26	and	and	CCONJ
fis-4119	211	27	crack	crack	VERB
fis-4119	211	28	patterns	pattern	NOUN
fis-4119	211	29	of	of	ADP
fis-4119	211	30	the	the	DET
fis-4119	211	31	numerical	numerical	ADJ
fis-4119	211	32	model	model	NOUN
fis-4119	211	33	and	and	CCONJ
fis-4119	211	34	the	the	DET
fis-4119	211	35	experimental	experimental	ADJ
fis-4119	211	36	tests	test	NOUN
fis-4119	211	37	.	.	PUNCT
fis-4119	212	1	no	no	DET
fis-4119	212	2	difference	difference	NOUN
fis-4119	212	3	was	be	AUX
fis-4119	212	4	observed	observe	VERB
fis-4119	212	5	between	between	ADP
fis-4119	212	6	the	the	DET
fis-4119	212	7	first	first	ADJ
fis-4119	212	8	cracks	crack	NOUN
fis-4119	212	9	of	of	ADP
fis-4119	212	10	all	all	DET
fis-4119	212	11	numerical	numerical	ADJ
fis-4119	212	12	beams	beam	NOUN
fis-4119	212	13	compared	compare	VERB
fis-4119	212	14	to	to	ADP
fis-4119	212	15	the	the	DET
fis-4119	212	16	experimental	experimental	ADJ
fis-4119	212	17	beams	beam	NOUN
fis-4119	212	18	.	.	PUNCT
fis-4119	213	1	results	result	NOUN
fis-4119	213	2	revealed	reveal	VERB
fis-4119	213	3	that	that	SCONJ
fis-4119	213	4	the	the	DET
fis-4119	213	5	use	use	NOUN
fis-4119	213	6	of	of	ADP
fis-4119	213	7	an	an	DET
fis-4119	213	8	equivalent	equivalent	ADJ
fis-4119	213	9	material	material	NOUN
fis-4119	213	10	could	could	AUX
fis-4119	213	11	simulate	simulate	VERB
fis-4119	213	12	the	the	DET
fis-4119	213	13	behavior	behavior	NOUN
fis-4119	213	14	of	of	ADP
fis-4119	213	15	masonry	masonry	NOUN
fis-4119	213	16	beams	beam	NOUN
fis-4119	213	17	under	under	ADP
fis-4119	213	18	static	static	ADJ
fis-4119	213	19	three	three	NUM
fis-4119	213	20	-	-	PUNCT
fis-4119	213	21	point	point	NOUN
fis-4119	213	22	bending	bending	NOUN
fis-4119	213	23	,	,	PUNCT
fis-4119	213	24	as	as	SCONJ
fis-4119	213	25	shown	show	VERB
fis-4119	213	26	in	in	ADP
fis-4119	213	27	fig.s	fig.s	PROPN
fis-4119	213	28	8a	8a	NUM
fis-4119	213	29	,	,	PUNCT
fis-4119	213	30	b	b	NOUN
fis-4119	213	31	,	,	PUNCT
fis-4119	213	32	and	and	CCONJ
fis-4119	213	33	c.	c.	PROPN
fis-4119	213	34	thus	thus	ADV
fis-4119	213	35	,	,	PUNCT
fis-4119	213	36	it	it	PRON
fis-4119	213	37	can	can	AUX
fis-4119	213	38	be	be	AUX
fis-4119	213	39	concluded	conclude	VERB
fis-4119	213	40	that	that	SCONJ
fis-4119	213	41	the	the	DET
fis-4119	213	42	numerical	numerical	ADJ
fis-4119	213	43	model	model	NOUN
fis-4119	213	44	accurately	accurately	ADV
fis-4119	213	45	predicted	predict	VERB
fis-4119	213	46	the	the	DET
fis-4119	213	47	experimental	experimental	ADJ
fis-4119	213	48	results	result	NOUN
fis-4119	213	49	.	.	PUNCT
fis-4119	214	1	additionally	additionally	ADV
fis-4119	214	2	,	,	PUNCT
fis-4119	214	3	tab	tab	NOUN
fis-4119	214	4	.	.	PUNCT
fis-4119	214	5	7	7	NUM
fis-4119	214	6	revealed	reveal	VERB
fis-4119	214	7	that	that	SCONJ
fis-4119	214	8	the	the	DET
fis-4119	214	9	numerical	numerical	ADJ
fis-4119	214	10	could	could	AUX
fis-4119	214	11	reasonably	reasonably	ADV
fis-4119	214	12	predict	predict	VERB
fis-4119	214	13	the	the	DET
fis-4119	214	14	maximum	maximum	ADJ
fis-4119	214	15	beam	beam	NOUN
fis-4119	214	16	capacity	capacity	NOUN
fis-4119	214	17	with	with	ADP
fis-4119	214	18	an	an	DET
fis-4119	214	19	average	average	ADJ
fis-4119	214	20	ratio	ratio	NOUN
fis-4119	214	21	(	(	PUNCT
fis-4119	214	22	pfem	pfem	NOUN
fis-4119	214	23	/	/	SYM
fis-4119	214	24	pexp	pexp	NOUN
fis-4119	214	25	.	.	PUNCT
fis-4119	214	26	)	)	PUNCT
fis-4119	214	27	of	of	ADP
fis-4119	214	28	1.002	1.002	NUM
fis-4119	214	29	and	and	CCONJ
fis-4119	214	30	a	a	DET
fis-4119	214	31	cov	cov	NOUN
fis-4119	214	32	of	of	ADP
fis-4119	214	33	0.098	0.098	NUM
fis-4119	214	34	.	.	PUNCT
fis-4119	215	1	the	the	DET
fis-4119	215	2	initial	initial	ADJ
fis-4119	215	3	stiffness	stiffness	NOUN
fis-4119	215	4	load	load	NOUN
fis-4119	215	5	occurred	occur	VERB
fis-4119	215	6	at	at	ADP
fis-4119	215	7	10kn	10kn	VERB
fis-4119	215	8	/	/	SYM
fis-4119	215	9	mm	mm	PROPN
fis-4119	215	10	and	and	CCONJ
fis-4119	215	11	7kn	7kn	PROPN
fis-4119	215	12	/	/	SYM
fis-4119	215	13	mm	mm	PROPN
fis-4119	215	14	for	for	ADP
fis-4119	215	15	rmba	rmba	NOUN
fis-4119	215	16	and	and	CCONJ
fis-4119	215	17	rmbc	rmbc	NOUN
fis-4119	215	18	,	,	PUNCT
fis-4119	215	19	which	which	PRON
fis-4119	215	20	are	be	AUX
fis-4119	215	21	43	43	NUM
fis-4119	215	22	%	%	NOUN
fis-4119	215	23	and	and	CCONJ
fis-4119	215	24	50	50	NUM
fis-4119	215	25	%	%	NOUN
fis-4119	215	26	of	of	ADP
fis-4119	215	27	the	the	DET
fis-4119	215	28	value	value	NOUN
fis-4119	215	29	obtained	obtain	VERB
fis-4119	215	30	in	in	ADP
fis-4119	215	31	the	the	DET
fis-4119	215	32	experiment	experiment	NOUN
fis-4119	215	33	.	.	PUNCT
fis-4119	216	1	the	the	DET
fis-4119	216	2	mode	mode	NOUN
fis-4119	216	3	failure	failure	NOUN
fis-4119	216	4	of	of	ADP
fis-4119	216	5	the	the	DET
fis-4119	216	6	three	three	NUM
fis-4119	216	7	half	half	NOUN
fis-4119	216	8	models	model	NOUN
fis-4119	216	9	is	be	AUX
fis-4119	216	10	shown	show	VERB
fis-4119	216	11	in	in	ADP
fis-4119	216	12	fig.s	fig.s	PROPN
fis-4119	216	13	9a	9a	NOUN
fis-4119	216	14	,	,	PUNCT
fis-4119	216	15	b	b	NOUN
fis-4119	216	16	,	,	PUNCT
fis-4119	216	17	and	and	CCONJ
fis-4119	216	18	c	c	X
fis-4119	216	19	for	for	ADP
fis-4119	216	20	beam	beam	PROPN
fis-4119	216	21	rmba	rmba	NOUN
fis-4119	216	22	,	,	PUNCT
fis-4119	216	23	rmbb	rmbb	NOUN
fis-4119	216	24	,	,	PUNCT
fis-4119	216	25	and	and	CCONJ
fis-4119	216	26	rmbc	rmbc	NOUN
fis-4119	216	27	,	,	PUNCT
fis-4119	216	28	respectively	respectively	ADV
fis-4119	216	29	.	.	PUNCT
fis-4119	217	1	as	as	SCONJ
fis-4119	217	2	expected	expect	VERB
fis-4119	217	3	,	,	PUNCT
fis-4119	217	4	the	the	DET
fis-4119	217	5	maximum	maximum	ADJ
fis-4119	217	6	deformation	deformation	NOUN
fis-4119	217	7	is	be	AUX
fis-4119	217	8	found	find	VERB
fis-4119	217	9	at	at	ADP
fis-4119	217	10	the	the	DET
fis-4119	217	11	mid	mid	NOUN
fis-4119	217	12	-	-	NOUN
fis-4119	217	13	span	span	NOUN
fis-4119	217	14	.	.	PUNCT
fis-4119	218	1	in	in	ADP
fis-4119	218	2	addition	addition	NOUN
fis-4119	218	3	,	,	PUNCT
fis-4119	218	4	for	for	ADP
fis-4119	218	5	the	the	DET
fis-4119	218	6	beam	beam	NOUN
fis-4119	218	7	without	without	ADP
fis-4119	218	8	stirrups	stirrup	NOUN
fis-4119	218	9	,	,	PUNCT
fis-4119	218	10	shear	shear	ADJ
fis-4119	218	11	failure	failure	NOUN
fis-4119	218	12	significantly	significantly	ADV
fis-4119	218	13	appeared	appear	VERB
fis-4119	218	14	near	near	ADP
fis-4119	218	15	the	the	DET
fis-4119	218	16	support	support	NOUN
fis-4119	218	17	of	of	ADP
fis-4119	218	18	the	the	DET
fis-4119	218	19	beam	beam	NOUN
fis-4119	218	20	.	.	PUNCT
fis-4119	219	1	f	f	PROPN
fis-4119	219	2	m.	m.	PROPN
fis-4119	219	3	zaglal	zaglal	PROPN
fis-4119	219	4	et	et	PROPN
fis-4119	219	5	alii	alii	PROPN
fis-4119	219	6	,	,	PUNCT
fis-4119	219	7	frattura	frattura	PROPN
fis-4119	219	8	ed	ed	PROPN
fis-4119	219	9	integrità	integrità	PROPN
fis-4119	219	10	strutturale	strutturale	PROPN
fis-4119	219	11	,	,	PUNCT
fis-4119	219	12	66	66	NUM
fis-4119	219	13	(	(	PUNCT
fis-4119	219	14	2023	2023	NUM
fis-4119	219	15	)	)	PUNCT
fis-4119	219	16	1	1	NUM
fis-4119	219	17	-	-	SYM
fis-4119	219	18	16	16	NUM
fis-4119	219	19	;	;	PUNCT
fis-4119	219	20	doi	doi	NOUN
fis-4119	219	21	:	:	PUNCT
fis-4119	219	22	10.3221	10.3221	NUM
fis-4119	219	23	/	/	SYM
fis-4119	219	24	igf	igf	PROPN
fis-4119	219	25	-	-	ADJ
fis-4119	219	26	esis.66.01	esis.66.01	PROPN
fis-4119	219	27	12	12	NUM
fis-4119	219	28	a	a	NOUN
fis-4119	219	29	)	)	PUNCT
fis-4119	219	30	beam	beam	NOUN
fis-4119	219	31	rmba	rmba	PROPN
fis-4119	219	32	b	b	PROPN
fis-4119	219	33	)	)	PUNCT
fis-4119	219	34	beam	beam	NOUN
fis-4119	219	35	rmbb	rmbb	NOUN
fis-4119	219	36	c	c	NOUN
fis-4119	219	37	)	)	PUNCT
fis-4119	219	38	beam	beam	NOUN
fis-4119	219	39	rmbc	rmbc	NOUN
fis-4119	219	40	figure	figure	NOUN
fis-4119	219	41	8	8	NUM
fis-4119	219	42	:	:	PUNCT
fis-4119	219	43	comparison	comparison	NOUN
fis-4119	219	44	between	between	ADP
fis-4119	219	45	the	the	DET
fis-4119	219	46	experimental	experimental	ADJ
fis-4119	219	47	and	and	CCONJ
fis-4119	219	48	numerical	numerical	ADJ
fis-4119	219	49	results	result	NOUN
fis-4119	219	50	;	;	PUNCT
fis-4119	219	51	a	a	DET
fis-4119	219	52	)	)	PUNCT
fis-4119	219	53	rmba	rmba	NOUN
fis-4119	219	54	,	,	PUNCT
fis-4119	219	55	b	b	NOUN
fis-4119	219	56	)	)	PUNCT
fis-4119	219	57	rmbb	rmbb	NOUN
fis-4119	219	58	,	,	PUNCT
fis-4119	219	59	and	and	CCONJ
fis-4119	219	60	c	c	X
fis-4119	219	61	)	)	PUNCT
fis-4119	219	62	rmbc	rmbc	NOUN
fis-4119	219	63	.	.	PUNCT
fis-4119	220	1	deflection	deflection	NOUN
fis-4119	220	2	,	,	PUNCT
fis-4119	220	3	mm	mm	NOUN
fis-4119	220	4	l	l	NOUN
fis-4119	220	5	o	o	NOUN
fis-4119	220	6	ad	ad	NOUN
fis-4119	220	7	,	,	PUNCT
fis-4119	220	8	k	k	PROPN
fis-4119	220	9	n	n	PROPN
fis-4119	220	10	0	0	NUM
fis-4119	220	11	3	3	NUM
fis-4119	220	12	6	6	NUM
fis-4119	220	13	9	9	NUM
fis-4119	220	14	12	12	NUM
fis-4119	220	15	15	15	NUM
fis-4119	220	16	18	18	NUM
fis-4119	220	17	21	21	NUM
fis-4119	220	18	24	24	NUM
fis-4119	220	19	27	27	NUM
fis-4119	220	20	30	30	NUM
fis-4119	220	21	0	0	NUM
fis-4119	220	22	5	5	NUM
fis-4119	220	23	10	10	NUM
fis-4119	220	24	15	15	NUM
fis-4119	220	25	20	20	NUM
fis-4119	220	26	25	25	NUM
fis-4119	220	27	experimental	experimental	ADJ
fis-4119	220	28	numerical	numerical	ADJ
fis-4119	220	29	deflection	deflection	NOUN
fis-4119	220	30	,	,	PUNCT
fis-4119	220	31	mm	mm	NOUN
fis-4119	220	32	l	l	NOUN
fis-4119	220	33	o	o	NOUN
fis-4119	220	34	ad	ad	NOUN
fis-4119	220	35	,	,	PUNCT
fis-4119	220	36	k	k	PROPN
fis-4119	220	37	n	n	PROPN
fis-4119	220	38	0	0	NUM
fis-4119	220	39	3	3	NUM
fis-4119	220	40	6	6	NUM
fis-4119	220	41	9	9	NUM
fis-4119	220	42	12	12	NUM
fis-4119	220	43	15	15	NUM
fis-4119	220	44	18	18	NUM
fis-4119	220	45	21	21	NUM
fis-4119	220	46	24	24	NUM
fis-4119	220	47	27	27	NUM
fis-4119	220	48	30	30	NUM
fis-4119	220	49	0	0	NUM
fis-4119	220	50	3	3	NUM
fis-4119	220	51	6	6	NUM
fis-4119	220	52	9	9	NUM
fis-4119	220	53	12	12	NUM
fis-4119	220	54	15	15	NUM
fis-4119	220	55	18	18	NUM
fis-4119	220	56	21	21	NUM
fis-4119	220	57	24	24	NUM
fis-4119	220	58	27	27	NUM
fis-4119	220	59	30	30	NUM
fis-4119	220	60	experimental	experimental	ADJ
fis-4119	220	61	numerical	numerical	ADJ
fis-4119	220	62	deflection	deflection	NOUN
fis-4119	220	63	,	,	PUNCT
fis-4119	220	64	mm	mm	NOUN
fis-4119	220	65	l	l	NOUN
fis-4119	220	66	o	o	NOUN
fis-4119	220	67	ad	ad	NOUN
fis-4119	220	68	,	,	PUNCT
fis-4119	220	69	k	k	PROPN
fis-4119	220	70	n	n	PROPN
fis-4119	220	71	0	0	NUM
fis-4119	220	72	5	5	NUM
fis-4119	220	73	10	10	NUM
fis-4119	220	74	15	15	NUM
fis-4119	220	75	20	20	NUM
fis-4119	220	76	25	25	NUM
fis-4119	220	77	30	30	NUM
fis-4119	220	78	35	35	NUM
fis-4119	220	79	0	0	NUM
fis-4119	220	80	5	5	NUM
fis-4119	220	81	10	10	NUM
fis-4119	220	82	15	15	NUM
fis-4119	220	83	20	20	NUM
fis-4119	220	84	25	25	NUM
fis-4119	220	85	30	30	NUM
fis-4119	220	86	35	35	NUM
fis-4119	220	87	experimental	experimental	PROPN
fis-4119	220	88	numerical	numerical	PROPN
fis-4119	220	89	a	a	PRON
fis-4119	220	90	)	)	PUNCT
fis-4119	220	91	b	b	NOUN
fis-4119	220	92	)	)	PUNCT
fis-4119	220	93	shear	shear	NOUN
fis-4119	220	94	failure	failure	NOUN
fis-4119	220	95	m.	m.	NOUN
fis-4119	220	96	zaglal	zaglal	PROPN
fis-4119	220	97	et	et	PROPN
fis-4119	220	98	alii	alii	PROPN
fis-4119	220	99	,	,	PUNCT
fis-4119	220	100	frattura	frattura	PROPN
fis-4119	220	101	ed	ed	PROPN
fis-4119	220	102	integrità	integrità	PROPN
fis-4119	220	103	strutturale	strutturale	PROPN
fis-4119	220	104	,	,	PUNCT
fis-4119	220	105	66	66	NUM
fis-4119	220	106	(	(	PUNCT
fis-4119	220	107	2023	2023	NUM
fis-4119	220	108	)	)	PUNCT
fis-4119	220	109	1	1	NUM
fis-4119	220	110	-	-	SYM
fis-4119	220	111	16	16	NUM
fis-4119	220	112	;	;	PUNCT
fis-4119	220	113	doi	doi	NOUN
fis-4119	220	114	:	:	PUNCT
fis-4119	220	115	10.3221	10.3221	NUM
fis-4119	220	116	/	/	SYM
fis-4119	220	117	igf	igf	PROPN
fis-4119	220	118	-	-	ADJ
fis-4119	220	119	esis.66.01	esis.66.01	ADJ
fis-4119	220	120	13	13	NUM
fis-4119	220	121	figure	figure	NOUN
fis-4119	220	122	9	9	NUM
fis-4119	220	123	:	:	PUNCT
fis-4119	220	124	investigation	investigation	NOUN
fis-4119	220	125	of	of	ADP
fis-4119	220	126	mode	mode	NOUN
fis-4119	220	127	failure	failure	NOUN
fis-4119	220	128	numerical	numerical	ADJ
fis-4119	220	129	beams	beam	NOUN
fis-4119	220	130	:	:	PUNCT
fis-4119	220	131	a	a	X
fis-4119	220	132	)	)	PUNCT
fis-4119	220	133	beam	beam	NOUN
fis-4119	220	134	rmba	rmba	NOUN
fis-4119	220	135	,	,	PUNCT
fis-4119	220	136	b	b	NOUN
fis-4119	220	137	)	)	PUNCT
fis-4119	220	138	beam	beam	NOUN
fis-4119	220	139	rmba	rmba	NOUN
fis-4119	220	140	and	and	CCONJ
fis-4119	220	141	c	c	NOUN
fis-4119	220	142	)	)	PUNCT
fis-4119	220	143	beam	beam	NOUN
fis-4119	220	144	rmbc	rmbc	NOUN
fis-4119	220	145	.	.	PUNCT
fis-4119	221	1	no	no	DET
fis-4119	221	2	experimental	experimental	PROPN
fis-4119	221	3	numerical	numerical	ADJ
fis-4119	221	4	pnum	pnum	PROPN
fis-4119	221	5	/	/	SYM
fis-4119	221	6	pexp	pexp	PROPN
fis-4119	221	7	δnum	δnum	PROPN
fis-4119	221	8	/	/	SYM
fis-4119	221	9	δexp	δexp	NOUN
fis-4119	221	10	pexp	pexp	PROPN
fis-4119	221	11	(	(	PUNCT
fis-4119	221	12	kn	kn	PROPN
fis-4119	221	13	)	)	PUNCT
fis-4119	221	14	δexp	δexp	NOUN
fis-4119	221	15	(	(	PUNCT
fis-4119	221	16	mm	mm	INTJ
fis-4119	221	17	)	)	PUNCT
fis-4119	221	18	at	at	ADP
fis-4119	221	19	max	max	PROPN
fis-4119	221	20	load	load	NOUN
fis-4119	221	21	pnum	pnum	PROPN
fis-4119	221	22	(	(	PUNCT
fis-4119	221	23	kn	kn	PROPN
fis-4119	221	24	)	)	PUNCT
fis-4119	221	25	δnum	δnum	PROPN
fis-4119	221	26	(	(	PUNCT
fis-4119	221	27	mm	mm	INTJ
fis-4119	221	28	)	)	PUNCT
fis-4119	221	29	at	at	ADP
fis-4119	221	30	max	max	PROPN
fis-4119	221	31	load	load	PROPN
fis-4119	221	32	rmba	rmba	NOUN
fis-4119	221	33	25	25	NUM
fis-4119	221	34	11.8	11.8	NUM
fis-4119	221	35	25	25	NUM
fis-4119	221	36	12.8	12.8	NUM
fis-4119	221	37	1.0	1.0	NUM
fis-4119	221	38	1.08	1.08	NUM
fis-4119	221	39	rmbb	rmbb	NOUN
fis-4119	221	40	25.7	25.7	NUM
fis-4119	221	41	6.14	6.14	NUM
fis-4119	221	42	28.2	28.2	NUM
fis-4119	221	43	7.7	7.7	NUM
fis-4119	221	44	1.09	1.09	NUM
fis-4119	221	45	1.25	1.25	NUM
fis-4119	221	46	rmbc	rmbc	NOUN
fis-4119	221	47	30.5	30.5	NUM
fis-4119	221	48	15.3	15.3	NUM
fis-4119	221	49	27.5	27.5	NUM
fis-4119	221	50	15	15	NUM
fis-4119	221	51	0.9	0.9	NUM
fis-4119	221	52	0.98	0.98	NUM
fis-4119	221	53	mean	mean	NOUN
fis-4119	221	54	coefficient	coefficient	NOUN
fis-4119	221	55	of	of	ADP
fis-4119	221	56	variation	variation	NOUN
fis-4119	221	57	(	(	PUNCT
fis-4119	221	58	cov	cov	NOUN
fis-4119	221	59	)	)	PUNCT
fis-4119	221	60	1.002	1.002	NUM
fis-4119	221	61	0.098	0.098	NUM
fis-4119	221	62	1.106	1.106	NUM
fis-4119	221	63	0.125	0.125	NUM
fis-4119	221	64	table	table	NOUN
fis-4119	221	65	7	7	NUM
fis-4119	221	66	:	:	PUNCT
fis-4119	221	67	summary	summary	NOUN
fis-4119	221	68	of	of	ADP
fis-4119	221	69	the	the	DET
fis-4119	221	70	experimental	experimental	ADJ
fis-4119	221	71	and	and	CCONJ
fis-4119	221	72	numerical	numerical	ADJ
fis-4119	221	73	results	result	NOUN
fis-4119	221	74	.	.	PUNCT
fis-4119	222	1	effect	effect	NOUN
fis-4119	222	2	of	of	ADP
fis-4119	222	3	shear	shear	NOUN
fis-4119	222	4	reinforcement	reinforcement	NOUN
fis-4119	222	5	the	the	DET
fis-4119	222	6	validated	validate	VERB
fis-4119	222	7	finite	finite	ADJ
fis-4119	222	8	element	element	NOUN
fis-4119	222	9	model	model	NOUN
fis-4119	222	10	was	be	AUX
fis-4119	222	11	used	use	VERB
fis-4119	222	12	to	to	PART
fis-4119	222	13	study	study	VERB
fis-4119	222	14	the	the	DET
fis-4119	222	15	effect	effect	NOUN
fis-4119	222	16	of	of	ADP
fis-4119	222	17	shear	shear	NOUN
fis-4119	222	18	reinforcement	reinforcement	NOUN
fis-4119	222	19	spacing	spacing	NOUN
fis-4119	222	20	on	on	ADP
fis-4119	222	21	the	the	DET
fis-4119	222	22	beam	beam	NOUN
fis-4119	222	23	behavior	behavior	NOUN
fis-4119	222	24	.	.	PUNCT
fis-4119	223	1	fig	fig	NOUN
fis-4119	223	2	.	.	PUNCT
fis-4119	224	1	10a	10a	NOUN
fis-4119	224	2	illustrates	illustrate	VERB
fis-4119	224	3	the	the	DET
fis-4119	224	4	load	load	NOUN
fis-4119	224	5	-	-	PUNCT
fis-4119	224	6	deflection	deflection	NOUN
fis-4119	224	7	curve	curve	NOUN
fis-4119	224	8	for	for	ADP
fis-4119	224	9	the	the	DET
fis-4119	224	10	beam	beam	NOUN
fis-4119	224	11	rmbb	rmbb	NOUN
fis-4119	224	12	with	with	ADP
fis-4119	224	13	various	various	ADJ
fis-4119	224	14	shear	shear	ADJ
fis-4119	224	15	reinforcement	reinforcement	NOUN
fis-4119	224	16	arrangements	arrangement	NOUN
fis-4119	224	17	.	.	PUNCT
fis-4119	225	1	three	three	NUM
fis-4119	225	2	models	model	NOUN
fis-4119	225	3	were	be	AUX
fis-4119	225	4	studied	study	VERB
fis-4119	225	5	and	and	CCONJ
fis-4119	225	6	compared	compare	VERB
fis-4119	225	7	.	.	PUNCT
fis-4119	226	1	in	in	ADP
fis-4119	226	2	the	the	DET
fis-4119	226	3	first	first	ADJ
fis-4119	226	4	model	model	NOUN
fis-4119	226	5	(	(	PUNCT
fis-4119	226	6	rmbb-60	rmbb-60	PROPN
fis-4119	226	7	)	)	PUNCT
fis-4119	226	8	,	,	PUNCT
fis-4119	226	9	the	the	DET
fis-4119	226	10	stirrups	stirrup	NOUN
fis-4119	226	11	were	be	AUX
fis-4119	226	12	placed	place	VERB
fis-4119	226	13	on	on	ADP
fis-4119	226	14	every	every	DET
fis-4119	226	15	masonry	masonry	NOUN
fis-4119	226	16	block	block	NOUN
fis-4119	226	17	at	at	ADP
fis-4119	226	18	a	a	DET
fis-4119	226	19	spacing	spacing	NOUN
fis-4119	226	20	of	of	ADP
fis-4119	226	21	60	60	NUM
fis-4119	226	22	mm	mm	NOUN
fis-4119	226	23	(	(	PUNCT
fis-4119	226	24	0.39d	0.39d	PROPN
fis-4119	226	25	)	)	PUNCT
fis-4119	226	26	.	.	PUNCT
fis-4119	227	1	in	in	ADP
fis-4119	227	2	the	the	DET
fis-4119	227	3	second	second	ADJ
fis-4119	227	4	model	model	NOUN
fis-4119	227	5	(	(	PUNCT
fis-4119	227	6	rmbb-120	rmbb-120	NOUN
fis-4119	227	7	)	)	PUNCT
fis-4119	227	8	(	(	PUNCT
fis-4119	227	9	the	the	DET
fis-4119	227	10	same	same	ADJ
fis-4119	227	11	results	result	NOUN
fis-4119	227	12	of	of	ADP
fis-4119	227	13	rmbb	rmbb	NOUN
fis-4119	227	14	)	)	PUNCT
fis-4119	227	15	,	,	PUNCT
fis-4119	227	16	the	the	DET
fis-4119	227	17	stirrups	stirrup	NOUN
fis-4119	227	18	were	be	AUX
fis-4119	227	19	placed	place	VERB
fis-4119	227	20	every	every	DET
fis-4119	227	21	2	2	NUM
fis-4119	227	22	blocks	block	NOUN
fis-4119	227	23	at	at	ADP
fis-4119	227	24	a	a	DET
fis-4119	227	25	spacing	spacing	NOUN
fis-4119	227	26	of	of	ADP
fis-4119	227	27	120	120	NUM
fis-4119	227	28	mm	mm	NOUN
fis-4119	227	29	(	(	PUNCT
fis-4119	227	30	0.78d	0.78d	PROPN
fis-4119	227	31	)	)	PUNCT
fis-4119	227	32	;	;	PUNCT
fis-4119	227	33	however	however	ADV
fis-4119	227	34	,	,	PUNCT
fis-4119	227	35	in	in	ADP
fis-4119	227	36	the	the	DET
fis-4119	227	37	third	third	ADJ
fis-4119	227	38	model	model	NOUN
fis-4119	227	39	(	(	PUNCT
fis-4119	227	40	rmbb	rmbb	NOUN
fis-4119	227	41	-	-	PUNCT
fis-4119	227	42	no	no	NOUN
fis-4119	227	43	)	)	PUNCT
fis-4119	227	44	(	(	PUNCT
fis-4119	227	45	the	the	DET
fis-4119	227	46	same	same	ADJ
fis-4119	227	47	results	result	NOUN
fis-4119	227	48	of	of	ADP
fis-4119	227	49	rmba	rmba	NOUN
fis-4119	227	50	)	)	PUNCT
fis-4119	227	51	,	,	PUNCT
fis-4119	227	52	there	there	PRON
fis-4119	227	53	were	be	VERB
fis-4119	227	54	no	no	DET
fis-4119	227	55	stirrups	stirrup	NOUN
fis-4119	227	56	.	.	PUNCT
fis-4119	228	1	the	the	DET
fis-4119	228	2	results	result	NOUN
fis-4119	228	3	of	of	ADP
fis-4119	228	4	model	model	NOUN
fis-4119	228	5	rmbb	rmbb	NOUN
fis-4119	228	6	-	-	PUNCT
fis-4119	228	7	no	no	NOUN
fis-4119	228	8	and	and	CCONJ
fis-4119	228	9	rmbb-120	rmbb-120	ADJ
fis-4119	228	10	in	in	ADP
fis-4119	228	11	fig	fig	NOUN
fis-4119	228	12	.	.	PUNCT
fis-4119	229	1	10a	10a	NOUN
fis-4119	229	2	are	be	AUX
fis-4119	229	3	the	the	DET
fis-4119	229	4	results	result	NOUN
fis-4119	229	5	of	of	ADP
fis-4119	229	6	figs	fig	NOUN
fis-4119	229	7	.	.	PUNCT
fis-4119	230	1	8a	8a	NUM
fis-4119	230	2	and	and	CCONJ
fis-4119	230	3	b	b	NOUN
fis-4119	230	4	,	,	PUNCT
fis-4119	230	5	respectively	respectively	ADV
fis-4119	230	6	;	;	PUNCT
fis-4119	230	7	in	in	ADP
fis-4119	230	8	this	this	DET
fis-4119	230	9	section	section	NOUN
fis-4119	230	10	,	,	PUNCT
fis-4119	230	11	we	we	PRON
fis-4119	230	12	changed	change	VERB
fis-4119	230	13	the	the	DET
fis-4119	230	14	name	name	NOUN
fis-4119	230	15	to	to	PART
fis-4119	230	16	easily	easily	ADV
fis-4119	230	17	compare	compare	VERB
fis-4119	230	18	the	the	DET
fis-4119	230	19	results	result	NOUN
fis-4119	230	20	.	.	PUNCT
fis-4119	231	1	before	before	ADP
fis-4119	231	2	the	the	DET
fis-4119	231	3	first	first	ADJ
fis-4119	231	4	peak	peak	NOUN
fis-4119	231	5	,	,	PUNCT
fis-4119	231	6	no	no	DET
fis-4119	231	7	significant	significant	ADJ
fis-4119	231	8	difference	difference	NOUN
fis-4119	231	9	was	be	AUX
fis-4119	231	10	observed	observe	VERB
fis-4119	231	11	in	in	ADP
fis-4119	231	12	the	the	DET
fis-4119	231	13	load	load	NOUN
fis-4119	231	14	-	-	PUNCT
fis-4119	231	15	deflection	deflection	NOUN
fis-4119	231	16	relation	relation	NOUN
fis-4119	231	17	as	as	SCONJ
fis-4119	231	18	the	the	DET
fis-4119	231	19	masonry	masonry	NOUN
fis-4119	231	20	section	section	NOUN
fis-4119	231	21	is	be	AUX
fis-4119	231	22	working	work	VERB
fis-4119	231	23	in	in	ADP
fis-4119	231	24	both	both	DET
fis-4119	231	25	tension	tension	NOUN
fis-4119	231	26	and	and	CCONJ
fis-4119	231	27	compression	compression	NOUN
fis-4119	231	28	zones	zone	NOUN
fis-4119	231	29	.	.	PUNCT
fis-4119	232	1	the	the	DET
fis-4119	232	2	first	first	ADJ
fis-4119	232	3	peak	peak	NOUN
fis-4119	232	4	happened	happen	VERB
fis-4119	232	5	at	at	ADP
fis-4119	232	6	29.425	29.425	NUM
fis-4119	232	7	,	,	PUNCT
fis-4119	232	8	28.2	28.2	NUM
fis-4119	232	9	,	,	PUNCT
fis-4119	232	10	and	and	CCONJ
fis-4119	232	11	22.2	22.2	NUM
fis-4119	232	12	kn	kn	NOUN
fis-4119	232	13	of	of	ADP
fis-4119	232	14	the	the	DET
fis-4119	232	15	models	model	NOUN
fis-4119	232	16	rmbb-60	rmbb-60	PROPN
fis-4119	232	17	,	,	PUNCT
fis-4119	232	18	rmbb-120	rmbb-120	NOUN
fis-4119	232	19	,	,	PUNCT
fis-4119	232	20	and	and	CCONJ
fis-4119	232	21	rmbb	rmbb	NOUN
fis-4119	232	22	-	-	PUNCT
fis-4119	232	23	no	no	NOUN
fis-4119	232	24	,	,	PUNCT
fis-4119	232	25	respectively	respectively	ADV
fis-4119	232	26	.	.	PUNCT
fis-4119	233	1	it	it	PRON
fis-4119	233	2	can	can	AUX
fis-4119	233	3	be	be	AUX
fis-4119	233	4	observed	observe	VERB
fis-4119	233	5	that	that	SCONJ
fis-4119	233	6	increasing	increase	VERB
fis-4119	233	7	the	the	DET
fis-4119	233	8	number	number	NOUN
fis-4119	233	9	of	of	ADP
fis-4119	233	10	stirrups	stirrup	NOUN
fis-4119	233	11	in	in	ADP
fis-4119	233	12	rmbb-60	rmbb-60	NOUN
fis-4119	233	13	case	case	NOUN
fis-4119	233	14	,	,	PUNCT
fis-4119	233	15	enhanced	enhance	VERB
fis-4119	233	16	the	the	DET
fis-4119	233	17	ultimate	ultimate	ADJ
fis-4119	233	18	shear	shear	NOUN
fis-4119	233	19	failure	failure	NOUN
fis-4119	233	20	by	by	ADP
fis-4119	233	21	6	6	NUM
fis-4119	233	22	and	and	CCONJ
fis-4119	233	23	19	19	NUM
fis-4119	233	24	%	%	NOUN
fis-4119	233	25	compare	compare	VERB
fis-4119	233	26	to	to	ADP
fis-4119	233	27	the	the	DET
fis-4119	233	28	cased	case	VERB
fis-4119	233	29	rmbb-120	rmbb-120	ADJ
fis-4119	233	30	and	and	CCONJ
fis-4119	233	31	rmbb	rmbb	NOUN
fis-4119	233	32	-	-	PUNCT
fis-4119	233	33	no	no	NOUN
fis-4119	233	34	,	,	PUNCT
fis-4119	233	35	repsctively	repsctively	ADV
fis-4119	233	36	,	,	PUNCT
fis-4119	233	37	due	due	ADP
fis-4119	233	38	to	to	ADP
fis-4119	233	39	the	the	DET
fis-4119	233	40	increase	increase	NOUN
fis-4119	233	41	in	in	ADP
fis-4119	233	42	shear	shear	NOUN
fis-4119	233	43	strength	strength	NOUN
fis-4119	233	44	.	.	PUNCT
fis-4119	234	1	after	after	ADP
fis-4119	234	2	the	the	DET
fis-4119	234	3	first	first	ADJ
fis-4119	234	4	peak	peak	NOUN
fis-4119	234	5	,	,	PUNCT
fis-4119	234	6	the	the	DET
fis-4119	234	7	model	model	NOUN
fis-4119	234	8	rmbb-60	rmbb-60	PROPN
fis-4119	234	9	had	have	VERB
fis-4119	234	10	the	the	DET
fis-4119	234	11	ultimate	ultimate	ADJ
fis-4119	234	12	load	load	NOUN
fis-4119	234	13	of	of	ADP
fis-4119	234	14	29.93	29.93	NUM
fis-4119	234	15	kn	kn	PROPN
fis-4119	234	16	.	.	PUNCT
fis-4119	235	1	results	result	NOUN
fis-4119	235	2	revealed	reveal	VERB
fis-4119	235	3	that	that	SCONJ
fis-4119	235	4	using	use	VERB
fis-4119	235	5	shear	shear	NOUN
fis-4119	235	6	reinforcement	reinforcement	NOUN
fis-4119	235	7	with	with	ADP
fis-4119	235	8	a	a	DET
fis-4119	235	9	spacing	spacing	NOUN
fis-4119	235	10	of	of	ADP
fis-4119	235	11	0.78d	0.78d	PROPN
fis-4119	235	12	at	at	ADP
fis-4119	235	13	rmbb-120	rmbb-120	ADJ
fis-4119	235	14	increase	increase	NOUN
fis-4119	235	15	the	the	DET
fis-4119	235	16	shear	shear	NOUN
fis-4119	235	17	capacity	capacity	NOUN
fis-4119	235	18	of	of	ADP
fis-4119	235	19	the	the	DET
fis-4119	235	20	tested	test	VERB
fis-4119	235	21	beam	beam	NOUN
fis-4119	235	22	with	with	ADP
fis-4119	235	23	only	only	ADV
fis-4119	235	24	12	12	NUM
fis-4119	235	25	%	%	NOUN
fis-4119	235	26	.	.	PUNCT
fis-4119	236	1	fig	fig	NOUN
fis-4119	236	2	.	.	PUNCT
fis-4119	237	1	10b	10b	NOUN
fis-4119	237	2	shows	show	VERB
fis-4119	237	3	the	the	DET
fis-4119	237	4	mid	mid	ADJ
fis-4119	237	5	-	-	ADJ
fis-4119	237	6	span	span	ADJ
fis-4119	237	7	deflection	deflection	NOUN
fis-4119	237	8	vs	vs	ADP
fis-4119	237	9	the	the	DET
fis-4119	237	10	strain	strain	NOUN
fis-4119	237	11	energy	energy	NOUN
fis-4119	237	12	,	,	PUNCT
fis-4119	237	13	it	it	PRON
fis-4119	237	14	can	can	AUX
fis-4119	237	15	be	be	AUX
fis-4119	237	16	seen	see	VERB
fis-4119	237	17	that	that	SCONJ
fis-4119	237	18	(	(	PUNCT
fis-4119	237	19	rmbb	rmbb	NOUN
fis-4119	237	20	-	-	PUNCT
fis-4119	237	21	no	no	NOUN
fis-4119	237	22	)	)	PUNCT
fis-4119	237	23	had	have	VERB
fis-4119	237	24	the	the	DET
fis-4119	237	25	maximum	maximum	ADJ
fis-4119	237	26	total	total	ADJ
fis-4119	237	27	strain	strain	NOUN
fis-4119	237	28	energy	energy	NOUN
fis-4119	237	29	,	,	PUNCT
fis-4119	237	30	and	and	CCONJ
fis-4119	237	31	no	no	DET
fis-4119	237	32	significant	significant	ADJ
fis-4119	237	33	difference	difference	NOUN
fis-4119	237	34	between	between	ADP
fis-4119	237	35	(	(	PUNCT
fis-4119	237	36	rmbb-60	rmbb-60	PROPN
fis-4119	237	37	)	)	PUNCT
fis-4119	237	38	and	and	CCONJ
fis-4119	237	39	(	(	PUNCT
fis-4119	237	40	rmbb-120	rmbb-120	NOUN
fis-4119	237	41	)	)	PUNCT
fis-4119	237	42	was	be	AUX
fis-4119	237	43	observed	observe	VERB
fis-4119	237	44	.	.	PUNCT
fis-4119	238	1	the	the	DET
fis-4119	238	2	mode	mode	NOUN
fis-4119	238	3	failure	failure	NOUN
fis-4119	238	4	of	of	ADP
fis-4119	238	5	the	the	DET
fis-4119	238	6	three	three	NUM
fis-4119	238	7	half	half	NOUN
fis-4119	238	8	models	model	NOUN
fis-4119	238	9	is	be	AUX
fis-4119	238	10	shown	show	VERB
fis-4119	238	11	in	in	ADP
fis-4119	238	12	fig	fig	NOUN
fis-4119	238	13	.	.	PUNCT
fis-4119	239	1	11a	11a	NOUN
fis-4119	239	2	to	to	ADP
fis-4119	239	3	11b	11b	NOUN
fis-4119	239	4	for	for	ADP
fis-4119	239	5	beams	beam	NOUN
fis-4119	239	6	rmbb-120	rmbb-120	ADJ
fis-4119	239	7	and	and	CCONJ
fis-4119	239	8	rmbb-60	rmbb-60	PROPN
fis-4119	239	9	.	.	PROPN
fis-4119	239	10	.	.	PUNCT
fis-4119	240	1	c	c	X
fis-4119	240	2	)	)	PUNCT
fis-4119	240	3	m.	m.	NOUN
fis-4119	240	4	zaglal	zaglal	PROPN
fis-4119	240	5	et	et	PROPN
fis-4119	240	6	alii	alii	PROPN
fis-4119	240	7	,	,	PUNCT
fis-4119	240	8	frattura	frattura	PROPN
fis-4119	240	9	ed	ed	PROPN
fis-4119	240	10	integrità	integrità	PROPN
fis-4119	240	11	strutturale	strutturale	PROPN
fis-4119	240	12	,	,	PUNCT
fis-4119	240	13	66	66	NUM
fis-4119	240	14	(	(	PUNCT
fis-4119	240	15	2023	2023	NUM
fis-4119	240	16	)	)	PUNCT
fis-4119	240	17	1	1	NUM
fis-4119	240	18	-	-	SYM
fis-4119	240	19	16	16	NUM
fis-4119	240	20	;	;	PUNCT
fis-4119	240	21	doi	doi	NOUN
fis-4119	240	22	:	:	PUNCT
fis-4119	240	23	10.3221	10.3221	NUM
fis-4119	240	24	/	/	SYM
fis-4119	240	25	igf	igf	PROPN
fis-4119	240	26	-	-	ADJ
fis-4119	240	27	esis.66.01	esis.66.01	PROPN
fis-4119	240	28	14	14	NUM
fis-4119	240	29	a	a	PRON
fis-4119	240	30	)	)	PUNCT
fis-4119	240	31	b	b	NOUN
fis-4119	240	32	)	)	PUNCT
fis-4119	240	33	figure	figure	NOUN
fis-4119	240	34	10	10	NUM
fis-4119	240	35	:	:	PUNCT
fis-4119	240	36	effect	effect	NOUN
fis-4119	240	37	of	of	ADP
fis-4119	240	38	stirrup	stirrup	NOUN
fis-4119	240	39	arrangements	arrangement	NOUN
fis-4119	240	40	;	;	PUNCT
fis-4119	240	41	a	a	DET
fis-4119	240	42	)	)	PUNCT
fis-4119	240	43	load	load	NOUN
fis-4119	240	44	vs	vs	ADP
fis-4119	240	45	displacement	displacement	ADJ
fis-4119	240	46	curves	curve	NOUN
fis-4119	240	47	and	and	CCONJ
fis-4119	240	48	b	b	NOUN
fis-4119	240	49	)	)	PUNCT
fis-4119	240	50	strain	strain	NOUN
fis-4119	240	51	energy	energy	NOUN
fis-4119	240	52	.	.	PUNCT
fis-4119	241	1	a	a	DET
fis-4119	241	2	)	)	PUNCT
fis-4119	241	3	b	b	NOUN
fis-4119	241	4	)	)	PUNCT
fis-4119	241	5	figure	figure	NOUN
fis-4119	241	6	11	11	NUM
fis-4119	241	7	:	:	PUNCT
fis-4119	241	8	investigation	investigation	NOUN
fis-4119	241	9	of	of	ADP
fis-4119	241	10	mode	mode	NOUN
fis-4119	241	11	failure	failure	NOUN
fis-4119	241	12	numerical	numerical	ADJ
fis-4119	241	13	beams	beam	NOUN
fis-4119	241	14	:	:	PUNCT
fis-4119	241	15	a	a	X
fis-4119	241	16	)	)	PUNCT
fis-4119	241	17	beam	beam	NOUN
fis-4119	241	18	rmbb-120	rmbb-120	NOUN
fis-4119	241	19	,	,	PUNCT
fis-4119	241	20	and	and	CCONJ
fis-4119	241	21	b	b	X
fis-4119	241	22	)	)	PUNCT
fis-4119	241	23	beam	beam	NOUN
fis-4119	241	24	rmbb-60	rmbb-60	PROPN
fis-4119	241	25	.	.	PROPN
fis-4119	241	26	effect	effect	NOUN
fis-4119	241	27	of	of	ADP
fis-4119	241	28	cfrp	cfrp	PROPN
fis-4119	241	29	reinforcement	reinforcement	NOUN
fis-4119	241	30	ration	ration	NOUN
fis-4119	241	31	fig	fig	NOUN
fis-4119	241	32	.	.	PUNCT
fis-4119	242	1	12a	12a	NOUN
fis-4119	242	2	illustrates	illustrate	VERB
fis-4119	242	3	the	the	DET
fis-4119	242	4	load	load	NOUN
fis-4119	242	5	-	-	PUNCT
fis-4119	242	6	deflection	deflection	NOUN
fis-4119	242	7	curve	curve	NOUN
fis-4119	242	8	for	for	ADP
fis-4119	242	9	the	the	DET
fis-4119	242	10	sample	sample	NOUN
fis-4119	242	11	rmbc	rmbc	NOUN
fis-4119	242	12	with	with	ADP
fis-4119	242	13	various	various	ADJ
fis-4119	242	14	hybrid	hybrid	ADJ
fis-4119	242	15	cfrp	cfrp	NOUN
fis-4119	242	16	/	/	SYM
fis-4119	242	17	steel	steel	NOUN
fis-4119	242	18	tension	tension	NOUN
fis-4119	242	19	reinforcement	reinforcement	NOUN
fis-4119	242	20	combinations	combination	NOUN
fis-4119	242	21	.	.	PUNCT
fis-4119	243	1	four	four	NUM
fis-4119	243	2	models	model	NOUN
fis-4119	243	3	were	be	AUX
fis-4119	243	4	studied	study	VERB
fis-4119	243	5	numerically	numerically	ADV
fis-4119	243	6	and	and	CCONJ
fis-4119	243	7	compared	compare	VERB
fis-4119	243	8	;	;	PUNCT
fis-4119	243	9	all	all	DET
fis-4119	243	10	four	four	NUM
fis-4119	243	11	models	model	NOUN
fis-4119	243	12	had	have	VERB
fis-4119	243	13	the	the	DET
fis-4119	243	14	same	same	ADJ
fis-4119	243	15	compression	compression	NOUN
fis-4119	243	16	of	of	ADP
fis-4119	243	17	(	(	PUNCT
fis-4119	243	18	1ø4	1ø4	NUM
fis-4119	243	19	)	)	PUNCT
fis-4119	243	20	cfrp	cfrp	NOUN
fis-4119	243	21	.	.	PUNCT
fis-4119	244	1	in	in	ADP
fis-4119	244	2	the	the	DET
fis-4119	244	3	first	first	ADJ
fis-4119	244	4	model	model	NOUN
fis-4119	244	5	(	(	PUNCT
fis-4119	244	6	rmbc-2f1s	rmbc-2f1s	PROPN
fis-4119	244	7	)	)	PUNCT
fis-4119	244	8	,	,	PUNCT
fis-4119	244	9	2	2	NUM
fis-4119	244	10	cfrp	cfrp	NOUN
fis-4119	244	11	rebar	rebar	NOUN
fis-4119	244	12	and	and	CCONJ
fis-4119	244	13	one	one	NUM
fis-4119	244	14	steel	steel	NOUN
fis-4119	244	15	rebar	rebar	NOUN
fis-4119	244	16	were	be	AUX
fis-4119	244	17	used	use	VERB
fis-4119	244	18	.	.	PUNCT
fis-4119	245	1	in	in	ADP
fis-4119	245	2	the	the	DET
fis-4119	245	3	second	second	ADJ
fis-4119	245	4	model	model	NOUN
fis-4119	245	5	(	(	PUNCT
fis-4119	245	6	rmbc-2s1f	rmbc-2s1f	NOUN
fis-4119	245	7	)	)	PUNCT
fis-4119	245	8	,	,	PUNCT
fis-4119	245	9	2	2	NUM
fis-4119	245	10	steel	steel	NOUN
fis-4119	245	11	rebar	rebar	NOUN
fis-4119	245	12	and	and	CCONJ
fis-4119	245	13	one	one	NUM
fis-4119	245	14	cfrp	cfrp	NOUN
fis-4119	245	15	rebar	rebar	NOUN
fis-4119	245	16	were	be	AUX
fis-4119	245	17	used	use	VERB
fis-4119	245	18	.	.	PUNCT
fis-4119	246	1	in	in	ADP
fis-4119	246	2	the	the	DET
fis-4119	246	3	models	model	NOUN
fis-4119	246	4	,	,	PUNCT
fis-4119	246	5	rmbc-3s	rmbc-3	NOUN
fis-4119	246	6	and	and	CCONJ
fis-4119	246	7	rmbc-3f	rmbc-3f	PROPN
fis-4119	246	8	,	,	PUNCT
fis-4119	246	9	three	three	NUM
fis-4119	246	10	steel	steel	NOUN
fis-4119	246	11	and	and	CCONJ
fis-4119	246	12	cfrp	cfrp	PROPN
fis-4119	246	13	rebar	rebar	NOUN
fis-4119	246	14	were	be	AUX
fis-4119	246	15	used	use	VERB
fis-4119	246	16	,	,	PUNCT
fis-4119	246	17	respectively	respectively	ADV
fis-4119	246	18	.	.	PUNCT
fis-4119	247	1	the	the	DET
fis-4119	247	2	hybrid	hybrid	ADJ
fis-4119	247	3	cfrp	cfrp	NOUN
fis-4119	247	4	/	/	SYM
fis-4119	247	5	steel	steel	NOUN
fis-4119	247	6	rebar	rebar	NOUN
fis-4119	247	7	combination	combination	NOUN
fis-4119	247	8	significantly	significantly	ADV
fis-4119	247	9	affected	affect	VERB
fis-4119	247	10	the	the	DET
fis-4119	247	11	beam	beam	NOUN
fis-4119	247	12	behavior	behavior	NOUN
fis-4119	247	13	.	.	PUNCT
fis-4119	248	1	the	the	DET
fis-4119	248	2	best	good	ADJ
fis-4119	248	3	reinforcement	reinforcement	NOUN
fis-4119	248	4	combination	combination	NOUN
fis-4119	248	5	was	be	AUX
fis-4119	248	6	in	in	ADP
fis-4119	248	7	the	the	DET
fis-4119	248	8	model	model	NOUN
fis-4119	248	9	rmbc-2f1s	rmbc-2f1s	PROPN
fis-4119	248	10	which	which	PRON
fis-4119	248	11	has	have	VERB
fis-4119	248	12	2	2	NUM
fis-4119	248	13	cfrp	cfrp	NOUN
fis-4119	248	14	rebar	rebar	NOUN
fis-4119	248	15	and	and	CCONJ
fis-4119	248	16	1	1	NUM
fis-4119	248	17	steel	steel	NOUN
fis-4119	248	18	rebar	rebar	NOUN
fis-4119	248	19	(	(	PUNCT
fis-4119	248	20	cfrp	cfrp	PROPN
fis-4119	248	21	/	/	SYM
fis-4119	248	22	steel=2	steel=2	NOUN
fis-4119	248	23	)	)	PUNCT
fis-4119	248	24	.	.	PUNCT
fis-4119	249	1	for	for	ADP
fis-4119	249	2	the	the	DET
fis-4119	249	3	rmbc-3f	rmbc-3f	PROPN
fis-4119	249	4	model	model	NOUN
fis-4119	249	5	,	,	PUNCT
fis-4119	249	6	the	the	DET
fis-4119	249	7	first	first	ADJ
fis-4119	249	8	peak	peak	NOUN
fis-4119	249	9	has	have	VERB
fis-4119	249	10	the	the	DET
fis-4119	249	11	maximum	maximum	ADJ
fis-4119	249	12	value	value	NOUN
fis-4119	249	13	among	among	ADP
fis-4119	249	14	the	the	DET
fis-4119	249	15	three	three	NUM
fis-4119	249	16	combinations	combination	NOUN
fis-4119	249	17	.	.	PUNCT
fis-4119	250	1	however	however	ADV
fis-4119	250	2	,	,	PUNCT
fis-4119	250	3	the	the	DET
fis-4119	250	4	second	second	ADJ
fis-4119	250	5	peak	peak	NOUN
fis-4119	250	6	came	come	VERB
fis-4119	250	7	at	at	ADP
fis-4119	250	8	13	13	NUM
fis-4119	250	9	%	%	NOUN
fis-4119	250	10	less	less	ADJ
fis-4119	250	11	than	than	ADP
fis-4119	250	12	the	the	DET
fis-4119	250	13	peak	peak	NOUN
fis-4119	250	14	value	value	NOUN
fis-4119	250	15	of	of	ADP
fis-4119	250	16	the	the	DET
fis-4119	250	17	rmbc-2f1s	rmbc-2f1s	ADJ
fis-4119	250	18	beam	beam	NOUN
fis-4119	250	19	.	.	PUNCT
fis-4119	251	1	as	as	ADP
fis-4119	251	2	that	that	PRON
fis-4119	251	3	,	,	PUNCT
fis-4119	251	4	for	for	ADP
fis-4119	251	5	the	the	DET
fis-4119	251	6	rmbc-3s	rmbc-3	NOUN
fis-4119	251	7	model	model	NOUN
fis-4119	251	8	,	,	PUNCT
fis-4119	251	9	the	the	DET
fis-4119	251	10	strength	strength	NOUN
fis-4119	251	11	was	be	AUX
fis-4119	251	12	about	about	ADV
fis-4119	251	13	50.8	50.8	NUM
fis-4119	251	14	%	%	NOUN
fis-4119	251	15	of	of	ADP
fis-4119	251	16	the	the	DET
fis-4119	251	17	ultimate	ultimate	ADJ
fis-4119	251	18	load	load	NOUN
fis-4119	251	19	of	of	ADP
fis-4119	251	20	the	the	DET
fis-4119	251	21	rmbc-3f	rmbc-3f	ADJ
fis-4119	251	22	model	model	NOUN
fis-4119	251	23	.	.	PUNCT
fis-4119	252	1	thus	thus	ADV
fis-4119	252	2	,	,	PUNCT
fis-4119	252	3	the	the	DET
fis-4119	252	4	pure	pure	ADJ
fis-4119	252	5	steel	steel	NOUN
fis-4119	252	6	reinforcement	reinforcement	NOUN
fis-4119	252	7	gave	give	VERB
fis-4119	252	8	the	the	DET
fis-4119	252	9	lowest	low	ADJ
fis-4119	252	10	strength	strength	NOUN
fis-4119	252	11	.	.	PUNCT
fis-4119	253	1	it	it	PRON
fis-4119	253	2	can	can	AUX
fis-4119	253	3	be	be	AUX
fis-4119	253	4	concluded	conclude	VERB
fis-4119	253	5	that	that	SCONJ
fis-4119	253	6	using	use	VERB
fis-4119	253	7	hybrid	hybrid	ADJ
fis-4119	253	8	reinforcement	reinforcement	NOUN
fis-4119	253	9	,	,	PUNCT
fis-4119	253	10	with	with	ADP
fis-4119	253	11	mostly	mostly	ADV
fis-4119	253	12	cfrp	cfrp	NOUN
fis-4119	253	13	rebar	rebar	NOUN
fis-4119	253	14	will	will	AUX
fis-4119	253	15	give	give	VERB
fis-4119	253	16	the	the	DET
fis-4119	253	17	best	good	ADJ
fis-4119	253	18	strength	strength	NOUN
fis-4119	253	19	and	and	CCONJ
fis-4119	253	20	ductility	ductility	NOUN
fis-4119	253	21	response	response	NOUN
fis-4119	253	22	.	.	PUNCT
fis-4119	254	1	fig	fig	NOUN
fis-4119	254	2	.	.	PUNCT
fis-4119	255	1	12b	12b	NOUN
fis-4119	255	2	shows	show	VERB
fis-4119	255	3	the	the	DET
fis-4119	255	4	mid	mid	ADJ
fis-4119	255	5	-	-	ADJ
fis-4119	255	6	span	span	ADJ
fis-4119	255	7	deflection	deflection	NOUN
fis-4119	255	8	vs	vs	ADP
fis-4119	255	9	the	the	DET
fis-4119	255	10	strain	strain	NOUN
fis-4119	255	11	energy	energy	NOUN
fis-4119	255	12	.	.	PUNCT
fis-4119	256	1	the	the	DET
fis-4119	256	2	best	good	ADJ
fis-4119	256	3	total	total	ADJ
fis-4119	256	4	strain	strain	NOUN
fis-4119	256	5	energy	energy	NOUN
fis-4119	256	6	was	be	AUX
fis-4119	256	7	in	in	ADP
fis-4119	256	8	the	the	DET
fis-4119	256	9	model	model	NOUN
fis-4119	256	10	rmbc-2s1f	rmbc-2s1f	NOUN
fis-4119	256	11	which	which	PRON
fis-4119	256	12	has	have	VERB
fis-4119	256	13	2	2	NUM
fis-4119	256	14	steel	steel	NOUN
fis-4119	256	15	rebar	rebar	NOUN
fis-4119	256	16	and	and	CCONJ
fis-4119	256	17	1	1	NUM
fis-4119	256	18	cfrp	cfrp	NOUN
fis-4119	256	19	rebar	rebar	NOUN
fis-4119	256	20	.	.	PUNCT
fis-4119	257	1	the	the	DET
fis-4119	257	2	worst	bad	ADJ
fis-4119	257	3	total	total	ADJ
fis-4119	257	4	strain	strain	NOUN
fis-4119	257	5	energy	energy	NOUN
fis-4119	257	6	was	be	AUX
fis-4119	257	7	in	in	ADP
fis-4119	257	8	the	the	DET
fis-4119	257	9	beam	beam	NOUN
fis-4119	257	10	rmbc-3s	rmbc-3s	PUNCT
fis-4119	257	11	which	which	PRON
fis-4119	257	12	has	have	VERB
fis-4119	257	13	3	3	NUM
fis-4119	257	14	steel	steel	NOUN
fis-4119	257	15	rebar	rebar	NOUN
fis-4119	257	16	.	.	PUNCT
fis-4119	258	1	deflection	deflection	NOUN
fis-4119	258	2	,	,	PUNCT
fis-4119	258	3	mm	mm	NOUN
fis-4119	258	4	l	l	NOUN
fis-4119	258	5	o	o	NOUN
fis-4119	259	1	a	a	DET
fis-4119	259	2	d	d	X
fis-4119	259	3	,	,	PUNCT
fis-4119	259	4	k	k	PROPN
fis-4119	259	5	n	n	PROPN
fis-4119	259	6	0	0	NUM
fis-4119	259	7	5	5	NUM
fis-4119	259	8	10	10	NUM
fis-4119	259	9	15	15	NUM
fis-4119	259	10	20	20	NUM
fis-4119	259	11	25	25	NUM
fis-4119	259	12	30	30	NUM
fis-4119	259	13	35	35	NUM
fis-4119	259	14	0	0	NUM
fis-4119	259	15	5	5	NUM
fis-4119	259	16	10	10	NUM
fis-4119	259	17	15	15	NUM
fis-4119	259	18	20	20	NUM
fis-4119	259	19	25	25	NUM
fis-4119	259	20	30	30	NUM
fis-4119	259	21	rmbb	rmbb	NOUN
fis-4119	259	22	-	-	PUNCT
fis-4119	259	23	no	no	NOUN
fis-4119	259	24	rmbb-120	rmbb-120	ADJ
fis-4119	259	25	rmbb-60	rmbb-60	PROPN
fis-4119	259	26	deflection	deflection	NOUN
fis-4119	259	27	,	,	PUNCT
fis-4119	259	28	mm	mm	PROPN
fis-4119	259	29	e	e	PROPN
fis-4119	259	30	n	n	CCONJ
fis-4119	259	31	er	er	INTJ
fis-4119	259	32	g	g	PROPN
fis-4119	259	33	y	y	PROPN
fis-4119	259	34	,	,	PUNCT
fis-4119	259	35	k	k	PROPN
fis-4119	259	36	n	n	X
fis-4119	259	37	.m	.m	NOUN
fis-4119	259	38	0	0	NUM
fis-4119	259	39	5	5	NUM
fis-4119	259	40	10	10	NUM
fis-4119	259	41	15	15	NUM
fis-4119	259	42	20	20	NUM
fis-4119	259	43	25	25	NUM
fis-4119	259	44	30	30	NUM
fis-4119	259	45	35	35	NUM
fis-4119	259	46	0	0	NUM
fis-4119	259	47	50	50	NUM
fis-4119	259	48	100	100	NUM
fis-4119	259	49	150	150	NUM
fis-4119	259	50	200	200	NUM
fis-4119	259	51	250	250	NUM
fis-4119	259	52	300	300	NUM
fis-4119	259	53	350	350	NUM
fis-4119	259	54	400	400	NUM
fis-4119	259	55	450	450	NUM
fis-4119	259	56	500	500	NUM
fis-4119	259	57	rmbb	rmbb	NOUN
fis-4119	259	58	-	-	PUNCT
fis-4119	259	59	no	no	NOUN
fis-4119	259	60	rmbb-120	rmbb-120	ADJ
fis-4119	259	61	rmbb-60	rmbb-60	PROPN
fis-4119	259	62	m.	m.	NOUN
fis-4119	259	63	zaglal	zaglal	PROPN
fis-4119	259	64	et	et	PROPN
fis-4119	259	65	alii	alii	PROPN
fis-4119	259	66	,	,	PUNCT
fis-4119	259	67	frattura	frattura	PROPN
fis-4119	259	68	ed	ed	PROPN
fis-4119	259	69	integrità	integrità	PROPN
fis-4119	259	70	strutturale	strutturale	PROPN
fis-4119	259	71	,	,	PUNCT
fis-4119	259	72	66	66	NUM
fis-4119	259	73	(	(	PUNCT
fis-4119	259	74	2023	2023	NUM
fis-4119	259	75	)	)	PUNCT
fis-4119	259	76	1	1	NUM
fis-4119	259	77	-	-	SYM
fis-4119	259	78	16	16	NUM
fis-4119	259	79	;	;	PUNCT
fis-4119	259	80	doi	doi	NOUN
fis-4119	259	81	:	:	PUNCT
fis-4119	259	82	10.3221	10.3221	NUM
fis-4119	259	83	/	/	SYM
fis-4119	259	84	igf	igf	PROPN
fis-4119	259	85	-	-	ADJ
fis-4119	259	86	esis.66.01	esis.66.01	PROPN
fis-4119	259	87	15	15	NUM
fis-4119	259	88	a	a	DET
fis-4119	259	89	)	)	PUNCT
fis-4119	259	90	b	b	NOUN
fis-4119	259	91	)	)	PUNCT
fis-4119	259	92	figure	figure	NOUN
fis-4119	259	93	12	12	NUM
fis-4119	259	94	:	:	PUNCT
fis-4119	259	95	effect	effect	NOUN
fis-4119	259	96	of	of	ADP
fis-4119	259	97	stirrup	stirrup	NOUN
fis-4119	259	98	arrangements	arrangement	NOUN
fis-4119	259	99	;	;	PUNCT
fis-4119	259	100	a	a	DET
fis-4119	259	101	)	)	PUNCT
fis-4119	259	102	load	load	NOUN
fis-4119	259	103	vs	vs	ADP
fis-4119	259	104	displacement	displacement	ADJ
fis-4119	259	105	curves	curve	NOUN
fis-4119	259	106	and	and	CCONJ
fis-4119	259	107	b	b	NOUN
fis-4119	259	108	)	)	PUNCT
fis-4119	259	109	strain	strain	ADJ
fis-4119	259	110	energy	energy	NOUN
fis-4119	259	111	.	.	PUNCT
fis-4119	260	1	conclusions	conclusion	NOUN
fis-4119	260	2	he	he	PRON
fis-4119	260	3	results	result	VERB
fis-4119	260	4	of	of	ADP
fis-4119	260	5	a	a	DET
fis-4119	260	6	tested	test	VERB
fis-4119	260	7	and	and	CCONJ
fis-4119	260	8	numerical	numerical	ADJ
fis-4119	260	9	study	study	NOUN
fis-4119	260	10	of	of	ADP
fis-4119	260	11	reinforced	reinforce	VERB
fis-4119	260	12	beams	beam	NOUN
fis-4119	260	13	subjected	subject	VERB
fis-4119	260	14	to	to	ADP
fis-4119	260	15	three	three	NUM
fis-4119	260	16	-	-	PUNCT
fis-4119	260	17	point	point	NOUN
fis-4119	260	18	bending	bending	NOUN
fis-4119	260	19	were	be	AUX
fis-4119	260	20	presented	present	VERB
fis-4119	260	21	.	.	PUNCT
fis-4119	261	1	the	the	DET
fis-4119	261	2	study	study	NOUN
fis-4119	261	3	goal	goal	NOUN
fis-4119	261	4	is	be	AUX
fis-4119	261	5	to	to	PART
fis-4119	261	6	know	know	VERB
fis-4119	261	7	the	the	DET
fis-4119	261	8	impact	impact	NOUN
fis-4119	261	9	of	of	ADP
fis-4119	261	10	cfrp	cfrp	NOUN
fis-4119	261	11	reinforcement	reinforcement	NOUN
fis-4119	261	12	bars	bar	NOUN
fis-4119	261	13	on	on	ADP
fis-4119	261	14	beams	beam	NOUN
fis-4119	261	15	and	and	CCONJ
fis-4119	261	16	to	to	PART
fis-4119	261	17	evaluate	evaluate	VERB
fis-4119	261	18	the	the	DET
fis-4119	261	19	efficiency	efficiency	NOUN
fis-4119	261	20	of	of	ADP
fis-4119	261	21	numerical	numerical	ADJ
fis-4119	261	22	simulations	simulation	NOUN
fis-4119	261	23	using	use	VERB
fis-4119	261	24	the	the	DET
fis-4119	261	25	equivalent	equivalent	ADJ
fis-4119	261	26	brick	brick	NOUN
fis-4119	261	27	properties	property	NOUN
fis-4119	261	28	.	.	PUNCT
fis-4119	262	1	three	three	NUM
fis-4119	262	2	different	different	ADJ
fis-4119	262	3	experimental	experimental	ADJ
fis-4119	262	4	specimens	specimen	NOUN
fis-4119	262	5	with	with	ADP
fis-4119	262	6	different	different	ADJ
fis-4119	262	7	longitudinal	longitudinal	ADJ
fis-4119	262	8	and	and	CCONJ
fis-4119	262	9	shear	shear	NOUN
fis-4119	262	10	reinforcements	reinforcement	NOUN
fis-4119	262	11	were	be	AUX
fis-4119	262	12	developed	develop	VERB
fis-4119	262	13	.	.	PUNCT
fis-4119	263	1	the	the	DET
fis-4119	263	2	results	result	NOUN
fis-4119	263	3	were	be	AUX
fis-4119	263	4	used	use	VERB
fis-4119	263	5	to	to	PART
fis-4119	263	6	understand	understand	VERB
fis-4119	263	7	the	the	DET
fis-4119	263	8	impact	impact	NOUN
fis-4119	263	9	of	of	ADP
fis-4119	263	10	reinforcement	reinforcement	NOUN
fis-4119	263	11	on	on	ADP
fis-4119	263	12	the	the	DET
fis-4119	263	13	failure	failure	NOUN
fis-4119	263	14	mode	mode	NOUN
fis-4119	263	15	and	and	CCONJ
fis-4119	263	16	the	the	DET
fis-4119	263	17	load	load	NOUN
fis-4119	263	18	-	-	PUNCT
fis-4119	263	19	carrying	carry	VERB
fis-4119	263	20	capacity	capacity	NOUN
fis-4119	263	21	of	of	ADP
fis-4119	263	22	the	the	DET
fis-4119	263	23	specimens	specimen	NOUN
fis-4119	263	24	.	.	PUNCT
fis-4119	264	1	in	in	ADP
fis-4119	264	2	addition	addition	NOUN
fis-4119	264	3	,	,	PUNCT
fis-4119	264	4	simulation	simulation	NOUN
fis-4119	264	5	models	model	NOUN
fis-4119	264	6	were	be	AUX
fis-4119	264	7	created	create	VERB
fis-4119	264	8	and	and	CCONJ
fis-4119	264	9	validated	validate	VERB
fis-4119	264	10	using	use	VERB
fis-4119	264	11	these	these	DET
fis-4119	264	12	experimental	experimental	ADJ
fis-4119	264	13	results	result	NOUN
fis-4119	264	14	.	.	PUNCT
fis-4119	265	1	the	the	DET
fis-4119	265	2	following	follow	VERB
fis-4119	265	3	conclusions	conclusion	NOUN
fis-4119	265	4	were	be	AUX
fis-4119	265	5	reached	reach	VERB
fis-4119	265	6	based	base	VERB
fis-4119	265	7	on	on	ADP
fis-4119	265	8	the	the	DET
fis-4119	265	9	tested	test	VERB
fis-4119	265	10	and	and	CCONJ
fis-4119	265	11	numerical	numerical	ADJ
fis-4119	265	12	results	result	NOUN
fis-4119	265	13	:	:	PUNCT
fis-4119	265	14			NOUN
fis-4119	265	15	experimental	experimental	ADJ
fis-4119	265	16	results	result	NOUN
fis-4119	265	17	showed	show	VERB
fis-4119	265	18	that	that	SCONJ
fis-4119	265	19	the	the	DET
fis-4119	265	20	beams	beam	NOUN
fis-4119	265	21	with	with	ADP
fis-4119	265	22	pure	pure	ADJ
fis-4119	265	23	cfrp	cfrp	NOUN
fis-4119	265	24	reinforcement	reinforcement	NOUN
fis-4119	265	25	whether	whether	SCONJ
fis-4119	265	26	it	it	PRON
fis-4119	265	27	contains	contain	VERB
fis-4119	265	28	stirrups	stirrup	NOUN
fis-4119	265	29	or	or	CCONJ
fis-4119	265	30	not	not	PART
fis-4119	265	31	failed	fail	VERB
fis-4119	265	32	due	due	ADP
fis-4119	265	33	to	to	ADP
fis-4119	265	34	shear	shear	ADJ
fis-4119	265	35	failure	failure	NOUN
fis-4119	265	36	and	and	CCONJ
fis-4119	265	37	the	the	DET
fis-4119	265	38	beam	beam	NOUN
fis-4119	265	39	with	with	ADP
fis-4119	265	40	hybrid	hybrid	ADJ
fis-4119	265	41	reinforcement	reinforcement	NOUN
fis-4119	265	42	failed	fail	VERB
fis-4119	265	43	due	due	ADJ
fis-4119	265	44	to	to	ADP
fis-4119	265	45	flexural	flexural	ADJ
fis-4119	265	46	failure	failure	NOUN
fis-4119	265	47	.	.	PUNCT
fis-4119	266	1			X
fis-4119	266	2	from	from	ADP
fis-4119	266	3	experimental	experimental	ADJ
fis-4119	266	4	work	work	NOUN
fis-4119	266	5	;	;	PUNCT
fis-4119	266	6	the	the	DET
fis-4119	266	7	hybrid	hybrid	ADJ
fis-4119	266	8	steel	steel	NOUN
fis-4119	266	9	/	/	SYM
fis-4119	266	10	cfrp	cfrp	NOUN
fis-4119	266	11	-	-	PUNCT
fis-4119	266	12	reinforced	reinforce	VERB
fis-4119	266	13	beam	beam	NOUN
fis-4119	266	14	with	with	ADP
fis-4119	266	15	shear	shear	NOUN
fis-4119	266	16	reinforcement	reinforcement	NOUN
fis-4119	266	17	achieved	achieve	VERB
fis-4119	266	18	the	the	DET
fis-4119	266	19	highest	high	ADJ
fis-4119	266	20	capacity	capacity	NOUN
fis-4119	266	21	.	.	PUNCT
fis-4119	267	1	it	it	PRON
fis-4119	267	2	was	be	AUX
fis-4119	267	3	about	about	ADV
fis-4119	267	4	19	19	NUM
fis-4119	267	5	%	%	NOUN
fis-4119	267	6	higher	high	ADJ
fis-4119	267	7	than	than	ADP
fis-4119	267	8	the	the	DET
fis-4119	267	9	cfrp	cfrp	NOUN
fis-4119	267	10	-	-	PUNCT
fis-4119	267	11	reinforced	reinforce	VERB
fis-4119	267	12	beam	beam	NOUN
fis-4119	267	13	with	with	ADP
fis-4119	267	14	shear	shear	NOUN
fis-4119	267	15	reinforcement	reinforcement	NOUN
fis-4119	267	16	and	and	CCONJ
fis-4119	267	17	22	22	NUM
fis-4119	267	18	%	%	NOUN
fis-4119	267	19	higher	high	ADJ
fis-4119	267	20	than	than	ADP
fis-4119	267	21	the	the	DET
fis-4119	267	22	cfrp	cfrp	NOUN
fis-4119	267	23	-	-	PUNCT
fis-4119	267	24	reinforced	reinforce	VERB
fis-4119	267	25	beam	beam	NOUN
fis-4119	267	26	without	without	ADP
fis-4119	267	27	shear	shear	NOUN
fis-4119	267	28	reinforcement	reinforcement	NOUN
fis-4119	267	29	.	.	PUNCT
fis-4119	268	1			X
fis-4119	269	1	no	no	DET
fis-4119	269	2	enhancement	enhancement	NOUN
fis-4119	269	3	in	in	ADP
fis-4119	269	4	shear	shear	NOUN
fis-4119	269	5	capacity	capacity	NOUN
fis-4119	269	6	for	for	ADP
fis-4119	269	7	masonry	masonry	NOUN
fis-4119	269	8	beams	beam	NOUN
fis-4119	269	9	with	with	ADP
fis-4119	269	10	shear	shear	ADJ
fis-4119	269	11	reinforcement	reinforcement	NOUN
fis-4119	269	12	with	with	ADP
fis-4119	269	13	spacing	space	VERB
fis-4119	269	14	0.78d	0.78d	PROPN
fis-4119	269	15	.	.	PUNCT
fis-4119	270	1			PRON
fis-4119	271	1	it	it	PRON
fis-4119	271	2	can	can	AUX
fis-4119	271	3	be	be	AUX
fis-4119	271	4	concluded	conclude	VERB
fis-4119	271	5	that	that	SCONJ
fis-4119	271	6	reinforcing	reinforce	VERB
fis-4119	271	7	the	the	DET
fis-4119	271	8	masonry	masonry	NOUN
fis-4119	271	9	beam	beam	NOUN
fis-4119	271	10	can	can	AUX
fis-4119	271	11	enhance	enhance	VERB
fis-4119	271	12	both	both	DET
fis-4119	271	13	the	the	DET
fis-4119	271	14	shear	shear	NOUN
fis-4119	271	15	and	and	CCONJ
fis-4119	271	16	flexural	flexural	ADJ
fis-4119	271	17	performance	performance	NOUN
fis-4119	271	18	of	of	ADP
fis-4119	271	19	masonry	masonry	NOUN
fis-4119	271	20	construction	construction	NOUN
fis-4119	271	21	.	.	PUNCT
fis-4119	272	1			X
fis-4119	273	1	the	the	DET
fis-4119	273	2	numerical	numerical	ADJ
fis-4119	273	3	models	model	NOUN
fis-4119	273	4	with	with	ADP
fis-4119	273	5	equivalent	equivalent	ADJ
fis-4119	273	6	block	block	NOUN
fis-4119	273	7	properties	property	NOUN
fis-4119	273	8	could	could	AUX
fis-4119	273	9	reasonably	reasonably	ADV
fis-4119	273	10	predict	predict	VERB
fis-4119	273	11	the	the	DET
fis-4119	273	12	maximum	maximum	ADJ
fis-4119	273	13	beam	beam	NOUN
fis-4119	273	14	capacity	capacity	NOUN
fis-4119	273	15	with	with	ADP
fis-4119	273	16	an	an	DET
fis-4119	273	17	average	average	ADJ
fis-4119	273	18	ratio	ratio	NOUN
fis-4119	273	19	(	(	PUNCT
fis-4119	273	20	pnum	pnum	ADJ
fis-4119	273	21	/	/	SYM
fis-4119	273	22	pexp	pexp	NOUN
fis-4119	273	23	)	)	PUNCT
fis-4119	273	24	of	of	ADP
fis-4119	273	25	1.002	1.002	NUM
fis-4119	273	26	and	and	CCONJ
fis-4119	273	27	a	a	DET
fis-4119	273	28	cov	cov	NOUN
fis-4119	273	29	of	of	ADP
fis-4119	273	30	0.098	0.098	NUM
fis-4119	273	31	.	.	PUNCT
fis-4119	274	1			PUNCT
fis-4119	274	2	shear	shear	PROPN
fis-4119	274	3	reinforcement	reinforcement	NOUN
fis-4119	274	4	with	with	ADP
fis-4119	274	5	0.39d	0.39d	PROPN
fis-4119	274	6	changed	change	VERB
fis-4119	274	7	the	the	DET
fis-4119	274	8	mode	mode	NOUN
fis-4119	274	9	of	of	ADP
fis-4119	274	10	failure	failure	NOUN
fis-4119	274	11	from	from	ADP
fis-4119	274	12	brittle	brittle	ADJ
fis-4119	274	13	shear	shear	NOUN
fis-4119	274	14	failure	failure	NOUN
fis-4119	274	15	to	to	PART
fis-4119	274	16	ductile	ductile	VERB
fis-4119	274	17	flexure	flexure	NOUN
fis-4119	274	18	failure	failure	NOUN
fis-4119	274	19	.	.	PUNCT
fis-4119	275	1	references	reference	NOUN
fis-4119	275	2	[	[	X
fis-4119	275	3	1	1	NUM
fis-4119	275	4	]	]	X
fis-4119	275	5	kara	kara	PROPN
fis-4119	275	6	,	,	PUNCT
fis-4119	275	7	i.f	i.f	PROPN
fis-4119	275	8	.	.	PROPN
fis-4119	275	9	,	,	PUNCT
fis-4119	275	10	ashour	ashour	PROPN
fis-4119	275	11	,	,	PUNCT
fis-4119	275	12	a.f	a.f	PROPN
fis-4119	275	13	.	.	PROPN
fis-4119	275	14	,	,	PUNCT
fis-4119	275	15	köroğlu	köroğlu	PROPN
fis-4119	275	16	,	,	PUNCT
fis-4119	275	17	m.a	m.a	PROPN
fis-4119	275	18	.	.	PROPN
fis-4119	275	19	(	(	PUNCT
fis-4119	275	20	2015	2015	NUM
fis-4119	275	21	)	)	PUNCT
fis-4119	275	22	.	.	PUNCT
fis-4119	276	1	flexural	flexural	ADJ
fis-4119	276	2	behavior	behavior	NOUN
fis-4119	276	3	of	of	ADP
fis-4119	276	4	hybrid	hybrid	ADJ
fis-4119	276	5	frp	frp	PROPN
fis-4119	276	6	/	/	SYM
fis-4119	276	7	steel	steel	NOUN
fis-4119	276	8	reinforced	reinforce	VERB
fis-4119	276	9	concrete	concrete	ADJ
fis-4119	276	10	beams	beam	NOUN
fis-4119	276	11	,	,	PUNCT
fis-4119	276	12	composite	composite	ADJ
fis-4119	276	13	structures	structure	NOUN
fis-4119	276	14	,	,	PUNCT
fis-4119	276	15	129	129	NUM
fis-4119	276	16	,	,	PUNCT
fis-4119	276	17	pp	pp	ADJ
fis-4119	276	18	.	.	PUNCT
fis-4119	277	1	111–121	111–121	NUM
fis-4119	277	2	,	,	PUNCT
fis-4119	277	3	doi	doi	NOUN
fis-4119	277	4	:	:	PUNCT
fis-4119	277	5	10.1016	10.1016	NUM
fis-4119	277	6	/	/	SYM
fis-4119	277	7	j.compstruct.2015.03.073	j.compstruct.2015.03.073	NOUN
fis-4119	277	8	.	.	PUNCT
fis-4119	278	1	[	[	X
fis-4119	278	2	2	2	NUM
fis-4119	278	3	]	]	PUNCT
fis-4119	278	4	arockiasamy	arockiasamy	NOUN
fis-4119	278	5	,	,	PUNCT
fis-4119	278	6	m.	m.	NOUN
fis-4119	278	7	,	,	PUNCT
fis-4119	278	8	chidambaram	chidambaram	PROPN
fis-4119	278	9	,	,	PUNCT
fis-4119	278	10	s.	s.	PROPN
fis-4119	278	11	,	,	PUNCT
fis-4119	278	12	amer	amer	PROPN
fis-4119	278	13	,	,	PUNCT
fis-4119	278	14	a.	a.	NOUN
fis-4119	278	15	,	,	PUNCT
fis-4119	278	16	shahawy	shahawy	PROPN
fis-4119	278	17	,	,	PUNCT
fis-4119	278	18	m.	m.	NOUN
fis-4119	278	19	(	(	PUNCT
fis-4119	278	20	2000	2000	NUM
fis-4119	278	21	)	)	PUNCT
fis-4119	278	22	.	.	PUNCT
fis-4119	279	1	time	time	NOUN
fis-4119	279	2	-	-	PUNCT
fis-4119	279	3	dependent	dependent	ADJ
fis-4119	279	4	deformations	deformation	NOUN
fis-4119	279	5	of	of	ADP
fis-4119	279	6	concrete	concrete	ADJ
fis-4119	279	7	beams	beam	NOUN
fis-4119	279	8	reinforced	reinforce	VERB
fis-4119	279	9	with	with	ADP
fis-4119	279	10	cfrp	cfrp	NOUN
fis-4119	279	11	bars	bar	NOUN
fis-4119	279	12	,	,	PUNCT
fis-4119	279	13	composites	composite	VERB
fis-4119	279	14	part	part	NOUN
fis-4119	279	15	b	b	NOUN
fis-4119	279	16	:	:	PUNCT
fis-4119	279	17	engineering	engineering	NOUN
fis-4119	279	18	,	,	PUNCT
fis-4119	279	19	31(6–7	31(6–7	NUM
fis-4119	279	20	)	)	PUNCT
fis-4119	279	21	,	,	PUNCT
fis-4119	279	22	pp	pp	ADP
fis-4119	279	23	.	.	PUNCT
fis-4119	280	1	577	577	NUM
fis-4119	280	2	-	-	SYM
fis-4119	280	3	592	592	NUM
fis-4119	280	4	,	,	PUNCT
fis-4119	280	5	doi	doi	NOUN
fis-4119	280	6	:	:	PUNCT
fis-4119	280	7	10.1016	10.1016	NUM
fis-4119	280	8	/	/	SYM
fis-4119	280	9	s1359	s1359	VERB
fis-4119	280	10	-	-	PUNCT
fis-4119	280	11	8368(99)00045	8368(99)00045	NUM
fis-4119	280	12	-	-	SYM
fis-4119	280	13	1	1	NUM
fis-4119	280	14	.	.	PUNCT
fis-4119	281	1	[	[	X
fis-4119	281	2	3	3	NUM
fis-4119	281	3	]	]	X
fis-4119	281	4	cousin	cousin	NOUN
fis-4119	281	5	,	,	PUNCT
fis-4119	281	6	p.	p.	PROPN
fis-4119	281	7	,	,	PUNCT
fis-4119	281	8	hassan	hassan	PROPN
fis-4119	281	9	,	,	PUNCT
fis-4119	281	10	m.	m.	NOUN
fis-4119	281	11	,	,	PUNCT
fis-4119	281	12	vijay	vijay	NOUN
fis-4119	281	13	,	,	PUNCT
fis-4119	281	14	p.	p.	NOUN
fis-4119	281	15	v.	v.	PROPN
fis-4119	281	16	,	,	PUNCT
fis-4119	281	17	robert	robert	PROPN
fis-4119	281	18	,	,	PUNCT
fis-4119	281	19	m.	m.	NOUN
fis-4119	281	20	,	,	PUNCT
fis-4119	281	21	benmokrane	benmokrane	PROPN
fis-4119	281	22	,	,	PUNCT
fis-4119	281	23	b.	b.	PROPN
fis-4119	281	24	(	(	PUNCT
fis-4119	281	25	2019	2019	NUM
fis-4119	281	26	)	)	PUNCT
fis-4119	281	27	.	.	PUNCT
fis-4119	282	1	chemical	chemical	ADJ
fis-4119	282	2	resistance	resistance	NOUN
fis-4119	282	3	of	of	ADP
fis-4119	282	4	carbon	carbon	NOUN
fis-4119	282	5	,	,	PUNCT
fis-4119	282	6	basalt	basalt	NOUN
fis-4119	282	7	,	,	PUNCT
fis-4119	282	8	and	and	CCONJ
fis-4119	282	9	glass	glass	NOUN
fis-4119	282	10	fibers	fiber	NOUN
fis-4119	282	11	used	use	VERB
fis-4119	282	12	in	in	ADP
fis-4119	282	13	frp	frp	PROPN
fis-4119	282	14	reinforcing	reinforcing	NOUN
fis-4119	282	15	bars	bar	NOUN
fis-4119	282	16	,	,	PUNCT
fis-4119	282	17	journal	journal	NOUN
fis-4119	282	18	of	of	ADP
fis-4119	282	19	composite	composite	ADJ
fis-4119	282	20	materials	material	NOUN
fis-4119	282	21	,	,	PUNCT
fis-4119	282	22	53(26–27	53(26–27	NUM
fis-4119	282	23	)	)	PUNCT
fis-4119	282	24	,	,	PUNCT
fis-4119	282	25	pp	pp	ADP
fis-4119	282	26	.	.	PUNCT
fis-4119	283	1	3651–3670	3651–3670	NUM
fis-4119	283	2	,	,	PUNCT
fis-4119	283	3	doi	doi	NOUN
fis-4119	283	4	:	:	PUNCT
fis-4119	283	5	10.1177/0021998319844306	10.1177/0021998319844306	NUM
fis-4119	283	6	.	.	PUNCT
fis-4119	284	1	[	[	X
fis-4119	284	2	4	4	NUM
fis-4119	284	3	]	]	PUNCT
fis-4119	284	4	amran	amran	ADJ
fis-4119	284	5	,	,	PUNCT
fis-4119	284	6	y.h.m	y.h.m	PROPN
fis-4119	284	7	.	.	PROPN
fis-4119	284	8	,	,	PUNCT
fis-4119	284	9	alyousef	alyousef	PROPN
fis-4119	284	10	,	,	PUNCT
fis-4119	284	11	r.	r.	PROPN
fis-4119	284	12	,	,	PUNCT
fis-4119	284	13	alabduljabbar	alabduljabbar	PROPN
fis-4119	284	14	,	,	PUNCT
fis-4119	284	15	h.	h.	PROPN
fis-4119	284	16	,	,	PUNCT
fis-4119	284	17	alaskar	alaskar	PROPN
fis-4119	284	18	,	,	PUNCT
fis-4119	284	19	a.	a.	NOUN
fis-4119	284	20	,	,	PUNCT
fis-4119	284	21	alrshoudi	alrshoudi	NOUN
fis-4119	284	22	,	,	PUNCT
fis-4119	284	23	f.	f.	PROPN
fis-4119	284	24	(	(	PUNCT
fis-4119	284	25	2020	2020	NUM
fis-4119	284	26	)	)	PUNCT
fis-4119	284	27	.	.	PUNCT
fis-4119	285	1	properties	property	NOUN
fis-4119	285	2	and	and	CCONJ
fis-4119	285	3	water	water	NOUN
fis-4119	285	4	penetration	penetration	NOUN
fis-4119	285	5	of	of	ADP
fis-4119	285	6	structural	structural	ADJ
fis-4119	285	7	concrete	concrete	NOUN
fis-4119	285	8	wrapped	wrap	VERB
fis-4119	285	9	with	with	ADP
fis-4119	285	10	cfrp	cfrp	NOUN
fis-4119	285	11	,	,	PUNCT
fis-4119	285	12	results	result	NOUN
fis-4119	285	13	in	in	ADP
fis-4119	285	14	engineering	engineering	NOUN
fis-4119	285	15	,	,	PUNCT
fis-4119	285	16	5	5	NUM
fis-4119	285	17	,	,	PUNCT
fis-4119	285	18	doi	doi	NOUN
fis-4119	285	19	:	:	PUNCT
fis-4119	285	20	10.1016	10.1016	NUM
fis-4119	285	21	/	/	SYM
fis-4119	285	22	j.rineng.2019.100094	j.rineng.2019.100094	PROPN
fis-4119	285	23	.	.	PUNCT
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fis-4119	286	2	,	,	PUNCT
fis-4119	286	3	mm	mm	NOUN
fis-4119	286	4	l	l	NOUN
fis-4119	286	5	o	o	NOUN
fis-4119	286	6	ad	ad	NOUN
fis-4119	286	7	,	,	PUNCT
fis-4119	286	8	k	k	PROPN
fis-4119	286	9	n	n	PROPN
fis-4119	286	10	0	0	NUM
fis-4119	286	11	5	5	NUM
fis-4119	286	12	10	10	NUM
fis-4119	286	13	15	15	NUM
fis-4119	286	14	20	20	NUM
fis-4119	286	15	25	25	NUM
fis-4119	286	16	30	30	NUM
fis-4119	286	17	35	35	NUM
fis-4119	286	18	0	0	NUM
fis-4119	286	19	5	5	NUM
fis-4119	286	20	10	10	NUM
fis-4119	286	21	15	15	NUM
fis-4119	286	22	20	20	NUM
fis-4119	286	23	25	25	NUM
fis-4119	286	24	30	30	NUM
fis-4119	286	25	3f3s	3f3s	NUM
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fis-4119	287	1	2f+1s	2f+1s	NUM
fis-4119	287	2	2s+1f	2s+1f	NUM
fis-4119	287	3	3f	3f	NOUN
fis-4119	287	4	3s	3s	NUM
fis-4119	287	5	deflection	deflection	NOUN
fis-4119	287	6	,	,	PUNCT
fis-4119	287	7	mm	mm	PROPN
fis-4119	287	8	e	e	PROPN
fis-4119	287	9	n	n	CCONJ
fis-4119	287	10	er	er	INTJ
fis-4119	287	11	g	g	PROPN
fis-4119	287	12	y	y	PROPN
fis-4119	287	13	,	,	PUNCT
fis-4119	287	14	k	k	PROPN
fis-4119	287	15	n	n	ADV
fis-4119	287	16	.m	.m	NOUN
fis-4119	288	1	m	m	VERB
fis-4119	288	2	0	0	NUM
fis-4119	288	3	5	5	NUM
fis-4119	288	4	10	10	NUM
fis-4119	288	5	15	15	NUM
fis-4119	288	6	20	20	NUM
fis-4119	288	7	25	25	NUM
fis-4119	288	8	30	30	NUM
fis-4119	288	9	35	35	NUM
fis-4119	288	10	0	0	NUM
fis-4119	288	11	50	50	NUM
fis-4119	288	12	100	100	NUM
fis-4119	288	13	150	150	NUM
fis-4119	288	14	200	200	NUM
fis-4119	288	15	250	250	NUM
fis-4119	288	16	300	300	NUM
fis-4119	288	17	350	350	NUM
fis-4119	288	18	400	400	NUM
fis-4119	288	19	450	450	NUM
fis-4119	288	20	500	500	NUM
fis-4119	288	21	rmbc	rmbc	VERB
fis-4119	288	22	2f+1s	2f+1s	NUM
fis-4119	288	23	2s+1f	2s+1f	NUM
fis-4119	288	24	3f	3f	NOUN
fis-4119	288	25	3s	3s	NUM
fis-4119	288	26	t	t	PROPN
fis-4119	288	27	m.	m.	NOUN
fis-4119	288	28	zaglal	zaglal	PROPN
fis-4119	288	29	et	et	PROPN
fis-4119	288	30	alii	alii	PROPN
fis-4119	288	31	,	,	PUNCT
fis-4119	288	32	frattura	frattura	PROPN
fis-4119	288	33	ed	ed	PROPN
fis-4119	288	34	integrità	integrità	PROPN
fis-4119	288	35	strutturale	strutturale	PROPN
fis-4119	288	36	,	,	PUNCT
fis-4119	288	37	66	66	NUM
fis-4119	288	38	(	(	PUNCT
fis-4119	288	39	2023	2023	NUM
fis-4119	288	40	)	)	PUNCT
fis-4119	288	41	1	1	NUM
fis-4119	288	42	-	-	SYM
fis-4119	288	43	16	16	NUM
fis-4119	288	44	;	;	PUNCT
fis-4119	288	45	doi	doi	NOUN
fis-4119	288	46	:	:	PUNCT
fis-4119	288	47	10.3221	10.3221	NUM
fis-4119	288	48	/	/	SYM
fis-4119	288	49	igf	igf	PROPN
fis-4119	288	50	-	-	ADJ
fis-4119	288	51	esis.66.01	esis.66.01	ADJ
fis-4119	288	52	16	16	NUM
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fis-4119	289	2	5	5	NUM
fis-4119	289	3	]	]	PUNCT
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fis-4119	289	5	,	,	PUNCT
fis-4119	289	6	m.	m.	NOUN
fis-4119	289	7	,	,	PUNCT
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fis-4119	289	9	,	,	PUNCT
fis-4119	289	10	y.	y.	PROPN
fis-4119	289	11	,	,	PUNCT
fis-4119	289	12	liu	liu	PROPN
fis-4119	289	13	,	,	PUNCT
fis-4119	289	14	x.	x.	PROPN
fis-4119	289	15	,	,	PUNCT
fis-4119	289	16	sun	sun	PROPN
fis-4119	289	17	,	,	PUNCT
fis-4119	289	18	w.	w.	PROPN
fis-4119	289	19	,	,	PUNCT
fis-4119	289	20	lou	lou	PROPN
fis-4119	289	21	,	,	PUNCT
fis-4119	289	22	t.	t.	PROPN
fis-4119	289	23	(	(	PUNCT
fis-4119	289	24	2022	2022	NUM
fis-4119	289	25	)	)	PUNCT
fis-4119	289	26	.	.	PUNCT
fis-4119	290	1	prediction	prediction	NOUN
fis-4119	290	2	of	of	ADP
fis-4119	290	3	structural	structural	ADJ
fis-4119	290	4	behavior	behavior	NOUN
fis-4119	290	5	of	of	ADP
fis-4119	290	6	continuous	continuous	ADJ
fis-4119	290	7	reinforced	reinforce	VERB
fis-4119	290	8	concrete	concrete	ADJ
fis-4119	290	9	beams	beam	NOUN
fis-4119	290	10	with	with	ADP
fis-4119	290	11	hybrid	hybrid	ADJ
fis-4119	290	12	cfrp	cfrp	NOUN
fis-4119	290	13	-	-	PUNCT
fis-4119	290	14	steel	steel	NOUN
fis-4119	290	15	bars	bar	NOUN
fis-4119	290	16	,	,	PUNCT
fis-4119	290	17	materials	material	NOUN
fis-4119	290	18	,	,	PUNCT
fis-4119	290	19	15(21	15(21	NUM
fis-4119	290	20	)	)	PUNCT
fis-4119	290	21	,	,	PUNCT
fis-4119	290	22	pp	pp	PROPN
fis-4119	290	23	.	.	PUNCT
fis-4119	291	1	7542–7559	7542–7559	NUM
fis-4119	291	2	,	,	PUNCT
fis-4119	291	3	doi	doi	NOUN
fis-4119	291	4	:	:	PUNCT
fis-4119	291	5	10.3390	10.3390	NUM
fis-4119	291	6	/	/	SYM
fis-4119	291	7	ma15217542	ma15217542	NOUN
fis-4119	291	8	.	.	PUNCT
fis-4119	292	1	[	[	X
fis-4119	292	2	6	6	NUM
fis-4119	292	3	]	]	PUNCT
fis-4119	292	4	thongchom	thongchom	ADV
fis-4119	292	5	,	,	PUNCT
fis-4119	292	6	c.	c.	PROPN
fis-4119	292	7	,	,	PUNCT
fis-4119	292	8	bui	bui	PROPN
fis-4119	292	9	,	,	PUNCT
fis-4119	292	10	l.v.h	l.v.h	PROPN
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fis-4119	292	12	,	,	PUNCT
fis-4119	292	13	poonpan	poonpan	NOUN
fis-4119	292	14	,	,	PUNCT
fis-4119	292	15	n.	n.	NOUN
fis-4119	292	16	,	,	PUNCT
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fis-4119	292	18	,	,	PUNCT
fis-4119	292	19	n.	n.	NOUN
fis-4119	292	20	,	,	PUNCT
fis-4119	292	21	nguyen	nguyen	PROPN
fis-4119	292	22	,	,	PUNCT
fis-4119	292	23	p.t	p.t	PROPN
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fis-4119	292	25	,	,	PUNCT
fis-4119	292	26	keawsawasvong	keawsawasvong	PROPN
fis-4119	292	27	,	,	PUNCT
fis-4119	292	28	s.	s.	PROPN
fis-4119	292	29	,	,	PUNCT
fis-4119	292	30	mousa	mousa	PROPN
fis-4119	292	31	,	,	PUNCT
fis-4119	292	32	s.	s.	PROPN
fis-4119	292	33	(	(	PUNCT
fis-4119	292	34	2023	2023	NUM
fis-4119	292	35	)	)	PUNCT
fis-4119	292	36	.	.	PUNCT
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fis-4119	293	2	and	and	CCONJ
fis-4119	293	3	numerical	numerical	ADJ
fis-4119	293	4	investigation	investigation	NOUN
fis-4119	293	5	of	of	ADP
fis-4119	293	6	steeland	steeland	PROPN
fis-4119	293	7	gfrp	gfrp	PROPN
fis-4119	293	8	-	-	PUNCT
fis-4119	293	9	reinforced	reinforce	VERB
fis-4119	293	10	concrete	concrete	ADJ
fis-4119	293	11	beams	beam	NOUN
fis-4119	293	12	subject	subject	ADJ
fis-4119	293	13	to	to	ADP
fis-4119	293	14	fire	fire	NOUN
fis-4119	293	15	exposure	exposure	NOUN
fis-4119	293	16	,	,	PUNCT
fis-4119	293	17	buildings	building	NOUN
fis-4119	293	18	,	,	PUNCT
fis-4119	293	19	13(3	13(3	NUM
fis-4119	293	20	)	)	PUNCT
fis-4119	293	21	,	,	PUNCT
fis-4119	293	22	609	609	NUM
fis-4119	293	23	,	,	PUNCT
fis-4119	293	24	pp	pp	ADJ
fis-4119	293	25	.	.	PUNCT
fis-4119	293	26	1–19	1–19	NOUN
fis-4119	293	27	.	.	PUNCT
fis-4119	294	1	doi	doi	NOUN
fis-4119	294	2	:	:	PUNCT
fis-4119	294	3	10.3390	10.3390	NUM
fis-4119	294	4	/	/	SYM
fis-4119	294	5	buildings13030609	buildings13030609	NOUN
fis-4119	294	6	.	.	PUNCT
fis-4119	295	1	[	[	X
fis-4119	295	2	7	7	NUM
fis-4119	295	3	]	]	X
fis-4119	295	4	bakar	bakar	NOUN
fis-4119	295	5	,	,	PUNCT
fis-4119	295	6	m.b.c	m.b.c	PROPN
fis-4119	295	7	.	.	PROPN
fis-4119	295	8	,	,	PUNCT
fis-4119	295	9	muhammad	muhammad	PROPN
fis-4119	295	10	rashid	rashid	PROPN
fis-4119	295	11	,	,	PUNCT
fis-4119	295	12	r.s	r.s	PROPN
fis-4119	295	13	.	.	PROPN
fis-4119	295	14	,	,	PUNCT
fis-4119	295	15	amran	amran	ADJ
fis-4119	295	16	,	,	PUNCT
fis-4119	295	17	m.	m.	NOUN
fis-4119	295	18	,	,	PUNCT
fis-4119	295	19	saleh	saleh	PROPN
fis-4119	295	20	jaafar	jaafar	ADV
fis-4119	295	21	,	,	PUNCT
fis-4119	295	22	m.	m.	NOUN
fis-4119	295	23	,	,	PUNCT
fis-4119	295	24	vatin	vatin	NOUN
fis-4119	295	25	,	,	PUNCT
fis-4119	295	26	n.i	n.i	PROPN
fis-4119	295	27	.	.	PROPN
fis-4119	295	28	,	,	PUNCT
fis-4119	295	29	fediuk	fediuk	PROPN
fis-4119	295	30	,	,	PUNCT
fis-4119	295	31	r.	r.	PROPN
fis-4119	295	32	(	(	PUNCT
fis-4119	295	33	2022	2022	NUM
fis-4119	295	34	)	)	PUNCT
fis-4119	295	35	.	.	PUNCT
fis-4119	296	1	flexural	flexural	ADJ
fis-4119	296	2	strength	strength	NOUN
fis-4119	296	3	of	of	ADP
fis-4119	296	4	concrete	concrete	ADJ
fis-4119	296	5	beam	beam	NOUN
fis-4119	296	6	reinforced	reinforce	VERB
fis-4119	296	7	with	with	ADP
fis-4119	296	8	cfrp	cfrp	NOUN
fis-4119	296	9	bars	bar	NOUN
fis-4119	296	10	:	:	PUNCT
fis-4119	296	11	a	a	DET
fis-4119	296	12	review	review	NOUN
fis-4119	296	13	,	,	PUNCT
fis-4119	296	14	materials	material	NOUN
fis-4119	296	15	,	,	PUNCT
fis-4119	296	16	15(3	15(3	NUM
fis-4119	296	17	)	)	PUNCT
fis-4119	296	18	,	,	PUNCT
fis-4119	296	19	pp	pp	ADP
fis-4119	296	20	.	.	PUNCT
fis-4119	297	1	59–72	59–72	NUM
fis-4119	297	2	,	,	PUNCT
fis-4119	297	3	doi	doi	NOUN
fis-4119	297	4	:	:	PUNCT
fis-4119	297	5	10.3390	10.3390	NUM
fis-4119	297	6	/	/	SYM
fis-4119	297	7	ma15031144	ma15031144	NOUN
fis-4119	297	8	.	.	PUNCT
fis-4119	298	1	[	[	X
fis-4119	298	2	8	8	NUM
fis-4119	298	3	]	]	X
fis-4119	298	4	aci	aci	PROPN
fis-4119	298	5	,	,	PUNCT
fis-4119	298	6	c.	c.	PROPN
fis-4119	298	7	(	(	PUNCT
fis-4119	298	8	2015	2015	NUM
fis-4119	298	9	)	)	PUNCT
fis-4119	298	10	.	.	PUNCT
fis-4119	299	1	aci440.1r-15	aci440.1r-15	PROPN
fis-4119	299	2	guide	guide	NOUN
fis-4119	299	3	for	for	ADP
fis-4119	299	4	the	the	DET
fis-4119	299	5	design	design	NOUN
fis-4119	299	6	and	and	CCONJ
fis-4119	299	7	construction	construction	NOUN
fis-4119	299	8	of	of	ADP
fis-4119	299	9	structural	structural	ADJ
fis-4119	299	10	concrete	concrete	NOUN
fis-4119	299	11	reinforced	reinforce	VERB
fis-4119	299	12	with	with	ADP
fis-4119	299	13	firberreinforced	firberreinforced	ADJ
fis-4119	299	14	polymer	polymer	NOUN
fis-4119	299	15	(	(	PUNCT
fis-4119	299	16	frp	frp	PROPN
fis-4119	299	17	)	)	PUNCT
fis-4119	299	18	bars	bar	NOUN
fis-4119	299	19	,	,	PUNCT
fis-4119	299	20	22	22	NUM
fis-4119	299	21	.	.	PUNCT
fis-4119	300	1	[	[	X
fis-4119	300	2	9	9	NUM
fis-4119	300	3	]	]	PUNCT
fis-4119	300	4	joyklad	joyklad	NOUN
fis-4119	300	5	,	,	PUNCT
fis-4119	300	6	p.	p.	PROPN
fis-4119	300	7	,	,	PUNCT
fis-4119	300	8	waqas	waqas	PROPN
fis-4119	300	9	,	,	PUNCT
fis-4119	300	10	h.a	h.a	PROPN
fis-4119	300	11	.	.	PROPN
fis-4119	300	12	,	,	PUNCT
fis-4119	300	13	hafeez	hafeez	PROPN
fis-4119	300	14	,	,	PUNCT
fis-4119	300	15	a.	a.	PROPN
fis-4119	300	16	,	,	PUNCT
fis-4119	300	17	ali	ali	PROPN
fis-4119	300	18	,	,	PUNCT
fis-4119	300	19	n.	n.	PROPN
fis-4119	300	20	,	,	PUNCT
fis-4119	300	21	ejaz	ejaz	PROPN
fis-4119	300	22	,	,	PUNCT
fis-4119	300	23	a.	a.	PROPN
fis-4119	300	24	,	,	PUNCT
fis-4119	300	25	hussain	hussain	PROPN
fis-4119	300	26	,	,	PUNCT
fis-4119	300	27	q.	q.	PROPN
fis-4119	300	28	,	,	PUNCT
fis-4119	300	29	khan	khan	PROPN
fis-4119	300	30	,	,	PUNCT
fis-4119	300	31	k.	k.	PROPN
fis-4119	300	32	,	,	PUNCT
fis-4119	300	33	sangthongtong	sangthongtong	PROPN
fis-4119	300	34	,	,	PUNCT
fis-4119	300	35	a.	a.	NOUN
fis-4119	300	36	,	,	PUNCT
fis-4119	300	37	saingam	saingam	PROPN
fis-4119	300	38	,	,	PUNCT
fis-4119	300	39	p.	p.	NOUN
fis-4119	300	40	(	(	PUNCT
fis-4119	300	41	2023	2023	NUM
fis-4119	300	42	)	)	PUNCT
fis-4119	300	43	.	.	PUNCT
fis-4119	301	1	experimental	experimental	ADJ
fis-4119	301	2	investigations	investigation	NOUN
fis-4119	301	3	of	of	ADP
fis-4119	301	4	cement	cement	NOUN
fis-4119	301	5	clay	clay	NOUN
fis-4119	301	6	interlocking	interlock	VERB
fis-4119	301	7	brick	brick	NOUN
fis-4119	301	8	masonry	masonry	NOUN
fis-4119	301	9	structures	structure	NOUN
fis-4119	301	10	strengthened	strengthen	VERB
fis-4119	301	11	with	with	ADP
fis-4119	301	12	cfrp	cfrp	NOUN
fis-4119	301	13	and	and	CCONJ
fis-4119	301	14	cementsand	cementsand	NOUN
fis-4119	301	15	mortar	mortar	NOUN
fis-4119	301	16	,	,	PUNCT
fis-4119	301	17	infrastructures	infrastructure	NOUN
fis-4119	301	18	,	,	PUNCT
fis-4119	301	19	8(3	8(3	NUM
fis-4119	301	20	)	)	PUNCT
fis-4119	301	21	,	,	PUNCT
fis-4119	301	22	pp	pp	ADJ
fis-4119	301	23	.	.	PUNCT
fis-4119	302	1	59–74	59–74	NUM
fis-4119	302	2	,	,	PUNCT
fis-4119	302	3	doi	doi	NOUN
fis-4119	302	4	:	:	PUNCT
fis-4119	302	5	10.3390	10.3390	NUM
fis-4119	302	6	/	/	SYM
fis-4119	302	7	infrastructures8030059	infrastructures8030059	PROPN
fis-4119	302	8	.	.	PUNCT
fis-4119	303	1	[	[	X
fis-4119	303	2	10	10	NUM
fis-4119	303	3	]	]	X
fis-4119	303	4	ortiz	ortiz	PROPN
fis-4119	303	5	,	,	PUNCT
fis-4119	303	6	j.d	j.d	PROPN
fis-4119	303	7	.	.	PROPN
fis-4119	303	8	,	,	PUNCT
fis-4119	303	9	khedmatgozar	khedmatgozar	PROPN
fis-4119	303	10	dolati	dolati	PROPN
fis-4119	303	11	,	,	PUNCT
fis-4119	303	12	s.s	s.s	PROPN
fis-4119	303	13	.	.	PROPN
fis-4119	303	14	,	,	PUNCT
fis-4119	303	15	malla	malla	PROPN
fis-4119	303	16	,	,	PUNCT
fis-4119	303	17	p.	p.	PROPN
fis-4119	303	18	,	,	PUNCT
fis-4119	303	19	nanni	nanni	PROPN
fis-4119	303	20	,	,	PUNCT
fis-4119	303	21	a.	a.	PROPN
fis-4119	303	22	,	,	PUNCT
fis-4119	303	23	mehrabi	mehrabi	NOUN
fis-4119	303	24	,	,	PUNCT
fis-4119	303	25	a.	a.	NOUN
fis-4119	303	26	(	(	PUNCT
fis-4119	303	27	2023	2023	NUM
fis-4119	303	28	)	)	PUNCT
fis-4119	303	29	.	.	PUNCT
fis-4119	304	1	frp	frp	PROPN
fis-4119	304	2	-	-	PUNCT
fis-4119	304	3	reinforced	reinforce	VERB
fis-4119	304	4	/	/	SYM
fis-4119	304	5	strengthened	strengthen	VERB
fis-4119	304	6	concrete	concrete	NOUN
fis-4119	304	7	:	:	PUNCT
fis-4119	304	8	state	state	NOUN
fis-4119	304	9	-	-	PUNCT
fis-4119	304	10	of	of	ADP
fis-4119	304	11	-	-	PUNCT
fis-4119	304	12	the	the	DET
fis-4119	304	13	-	-	PUNCT
fis-4119	304	14	art	art	NOUN
fis-4119	304	15	review	review	NOUN
fis-4119	304	16	on	on	ADP
fis-4119	304	17	durability	durability	NOUN
fis-4119	304	18	and	and	CCONJ
fis-4119	304	19	mechanical	mechanical	ADJ
fis-4119	304	20	effects	effect	NOUN
fis-4119	304	21	.	.	PUNCT
fis-4119	305	1	,	,	PUNCT
fis-4119	305	2	materials	material	NOUN
fis-4119	305	3	(	(	PUNCT
fis-4119	305	4	basel	basel	PROPN
fis-4119	305	5	,	,	PUNCT
fis-4119	305	6	switzerland	switzerland	PROPN
fis-4119	305	7	)	)	PUNCT
fis-4119	305	8	,	,	PUNCT
fis-4119	305	9	16(5	16(5	NUM
fis-4119	305	10	)	)	PUNCT
fis-4119	305	11	,	,	PUNCT
fis-4119	305	12	pp	pp	PROPN
fis-4119	305	13	.	.	PUNCT
fis-4119	305	14	1990–2020	1990–2020	NUM
fis-4119	305	15	,	,	PUNCT
fis-4119	305	16	doi	doi	NOUN
fis-4119	305	17	:	:	PUNCT
fis-4119	305	18	10.3390	10.3390	NUM
fis-4119	305	19	/	/	SYM
fis-4119	305	20	ma16051990	ma16051990	NOUN
fis-4119	305	21	.	.	PUNCT
fis-4119	306	1	[	[	X
fis-4119	306	2	11	11	NUM
fis-4119	306	3	]	]	X
fis-4119	306	4	milani	milani	PROPN
fis-4119	306	5	,	,	PUNCT
fis-4119	306	6	g.	g.	PROPN
fis-4119	306	7	(	(	PUNCT
fis-4119	306	8	2010	2010	NUM
fis-4119	306	9	)	)	PUNCT
fis-4119	306	10	.	.	PUNCT
fis-4119	307	1	fe	fe	PROPN
fis-4119	307	2	homogenized	homogenize	VERB
fis-4119	307	3	limit	limit	NOUN
fis-4119	307	4	analysis	analysis	NOUN
fis-4119	307	5	model	model	NOUN
fis-4119	307	6	for	for	ADP
fis-4119	307	7	masonry	masonry	NOUN
fis-4119	307	8	strengthened	strengthen	VERB
fis-4119	307	9	by	by	ADP
fis-4119	307	10	near	near	ADP
fis-4119	307	11	surface	surface	NOUN
fis-4119	307	12	bed	bed	NOUN
fis-4119	307	13	joint	joint	ADJ
fis-4119	307	14	frp	frp	PROPN
fis-4119	307	15	bars	bar	NOUN
fis-4119	307	16	,	,	PUNCT
fis-4119	307	17	composite	composite	ADJ
fis-4119	307	18	structures	structure	NOUN
fis-4119	307	19	,	,	PUNCT
fis-4119	307	20	92(2	92(2	NUM
fis-4119	307	21	)	)	PUNCT
fis-4119	307	22	,	,	PUNCT
fis-4119	307	23	pp	pp	ADP
fis-4119	307	24	.	.	PUNCT
fis-4119	308	1	330–338	330–338	NUM
fis-4119	308	2	,	,	PUNCT
fis-4119	308	3	doi	doi	NOUN
fis-4119	308	4	:	:	PUNCT
fis-4119	308	5	10.1016	10.1016	NUM
fis-4119	308	6	/	/	SYM
fis-4119	308	7	j.compstruct.2009.08.004	j.compstruct.2009.08.004	NOUN
fis-4119	308	8	.	.	PUNCT
fis-4119	309	1	[	[	X
fis-4119	309	2	12	12	NUM
fis-4119	309	3	]	]	PUNCT
fis-4119	309	4	galal	galal	PROPN
fis-4119	309	5	,	,	PUNCT
fis-4119	309	6	k.	k.	PROPN
fis-4119	309	7	,	,	PUNCT
fis-4119	309	8	enginsal	enginsal	NOUN
fis-4119	309	9	,	,	PUNCT
fis-4119	309	10	m.	m.	NOUN
fis-4119	309	11	(	(	PUNCT
fis-4119	309	12	2010	2010	NUM
fis-4119	309	13	)	)	PUNCT
fis-4119	309	14	.	.	PUNCT
fis-4119	310	1	flexural	flexural	ADJ
fis-4119	310	2	behaviour	behaviour	NOUN
fis-4119	310	3	of	of	ADP
fis-4119	310	4	gfrp	gfrp	NOUN
fis-4119	310	5	-	-	PUNCT
fis-4119	310	6	reinforced	reinforce	VERB
fis-4119	310	7	concrete	concrete	ADJ
fis-4119	310	8	masonry	masonry	NOUN
fis-4119	310	9	beams	beam	NOUN
fis-4119	310	10	,	,	PUNCT
fis-4119	310	11	journal	journal	NOUN
fis-4119	310	12	of	of	ADP
fis-4119	310	13	composites	composite	NOUN
fis-4119	310	14	for	for	ADP
fis-4119	310	15	construction	construction	NOUN
fis-4119	310	16	,	,	PUNCT
fis-4119	310	17	15	15	NUM
fis-4119	310	18	,	,	PUNCT
fis-4119	310	19	pp	pp	ADJ
fis-4119	310	20	.	.	PUNCT
fis-4119	311	1	21–31	21–31	NUM
fis-4119	311	2	,	,	PUNCT
fis-4119	311	3	doi	doi	NOUN
fis-4119	311	4	:	:	PUNCT
fis-4119	311	5	10.1061/(asce)cc.1943	10.1061/(asce)cc.1943	PROPN
fis-4119	311	6	-	-	PUNCT
fis-4119	311	7	5614.0000148	5614.0000148	NOUN
fis-4119	311	8	.	.	PUNCT
fis-4119	312	1	[	[	X
fis-4119	312	2	13	13	NUM
fis-4119	312	3	]	]	SYM
fis-4119	312	4	rovnak	rovnak	NOUN
fis-4119	312	5	,	,	PUNCT
fis-4119	312	6	m.	m.	NOUN
fis-4119	312	7	,	,	PUNCT
fis-4119	312	8	nguyen	nguyen	NOUN
fis-4119	312	9	-	-	PUNCT
fis-4119	312	10	minh	minh	NOUN
fis-4119	312	11	,	,	PUNCT
fis-4119	312	12	l.	l.	PROPN
fis-4119	312	13	(	(	PUNCT
fis-4119	312	14	2011	2011	NUM
fis-4119	312	15	)	)	PUNCT
fis-4119	312	16	.	.	PUNCT
fis-4119	313	1	shear	shear	PROPN
fis-4119	313	2	resistance	resistance	NOUN
fis-4119	313	3	of	of	ADP
fis-4119	313	4	gfrp	gfrp	NOUN
fis-4119	313	5	-	-	PUNCT
fis-4119	313	6	reinforced	reinforce	VERB
fis-4119	313	7	concrete	concrete	ADJ
fis-4119	313	8	beams	beam	NOUN
fis-4119	313	9	,	,	PUNCT
fis-4119	313	10	magazine	magazine	NOUN
fis-4119	313	11	of	of	ADP
fis-4119	313	12	concrete	concrete	ADJ
fis-4119	313	13	research	research	NOUN
fis-4119	313	14	,	,	PUNCT
fis-4119	313	15	63	63	NUM
fis-4119	313	16	,	,	PUNCT
fis-4119	313	17	pp	pp	ADJ
fis-4119	313	18	.	.	PUNCT
fis-4119	314	1	215–233	215–233	NUM
fis-4119	314	2	,	,	PUNCT
fis-4119	314	3	doi	doi	NOUN
fis-4119	314	4	:	:	PUNCT
fis-4119	314	5	10.1680	10.1680	NUM
fis-4119	314	6	/	/	SYM
fis-4119	314	7	macr.9.00182	macr.9.00182	NOUN
fis-4119	314	8	.	.	PUNCT
fis-4119	315	1	[	[	X
fis-4119	315	2	14	14	NUM
fis-4119	315	3	]	]	X
fis-4119	315	4	haach	haach	NOUN
fis-4119	315	5	,	,	PUNCT
fis-4119	315	6	v.g	v.g	PROPN
fis-4119	315	7	.	.	PROPN
fis-4119	315	8	,	,	PUNCT
fis-4119	315	9	vasconcelos	vasconcelos	PROPN
fis-4119	315	10	,	,	PUNCT
fis-4119	315	11	g.	g.	PROPN
fis-4119	315	12	,	,	PUNCT
fis-4119	315	13	lourenço	lourenço	PROPN
fis-4119	315	14	,	,	PUNCT
fis-4119	315	15	p.b	p.b	PROPN
fis-4119	315	16	.	.	PROPN
fis-4119	315	17	(	(	PUNCT
fis-4119	315	18	2010	2010	NUM
fis-4119	315	19	)	)	PUNCT
fis-4119	315	20	.	.	PUNCT
fis-4119	316	1	assessment	assessment	NOUN
fis-4119	316	2	of	of	ADP
fis-4119	316	3	the	the	DET
fis-4119	316	4	flexural	flexural	ADJ
fis-4119	316	5	behavior	behavior	NOUN
fis-4119	316	6	of	of	ADP
fis-4119	316	7	concrete	concrete	ADJ
fis-4119	316	8	block	block	NOUN
fis-4119	316	9	masonry	masonry	NOUN
fis-4119	316	10	beams	beam	NOUN
fis-4119	316	11	,	,	PUNCT
fis-4119	316	12	materials	material	NOUN
fis-4119	316	13	science	science	NOUN
fis-4119	316	14	forum	forum	PROPN
fis-4119	316	15	,	,	PUNCT
fis-4119	316	16	636–637	636–637	NUM
fis-4119	316	17	,	,	PUNCT
fis-4119	316	18	doi	doi	NOUN
fis-4119	316	19	:	:	PUNCT
fis-4119	316	20	10.4028	10.4028	NUM
fis-4119	316	21	/	/	SYM
fis-4119	316	22	www.scientific.net	www.scientific.net	NOUN
fis-4119	316	23	/	/	SYM
fis-4119	316	24	msf.636	msf.636	NOUN
fis-4119	316	25	-	-	PUNCT
fis-4119	316	26	637.1313	637.1313	NUM
fis-4119	317	1	[	[	NOUN
fis-4119	317	2	15	15	NUM
fis-4119	317	3	]	]	X
fis-4119	317	4	singh	singh	PROPN
fis-4119	317	5	,	,	PUNCT
fis-4119	317	6	s.b	s.b	PROPN
fis-4119	317	7	.	.	PROPN
fis-4119	317	8	,	,	PUNCT
fis-4119	317	9	munjal	munjal	PROPN
fis-4119	317	10	,	,	PUNCT
fis-4119	317	11	p.	p.	NOUN
fis-4119	317	12	(	(	PUNCT
fis-4119	317	13	2016	2016	NUM
fis-4119	317	14	)	)	PUNCT
fis-4119	317	15	.	.	PUNCT
fis-4119	318	1	flexural	flexural	ADJ
fis-4119	318	2	response	response	NOUN
fis-4119	318	3	of	of	ADP
fis-4119	318	4	masonry	masonry	NOUN
fis-4119	318	5	beam	beam	NOUN
fis-4119	318	6	strengthened	strengthen	VERB
fis-4119	318	7	with	with	ADP
fis-4119	318	8	frp	frp	PROPN
fis-4119	318	9	rebars	rebar	NOUN
fis-4119	318	10	,	,	PUNCT
fis-4119	318	11	mechanics	mechanic	NOUN
fis-4119	318	12	and	and	CCONJ
fis-4119	318	13	computation	computation	NOUN
fis-4119	318	14	,	,	PUNCT
fis-4119	318	15	(	(	PUNCT
fis-4119	318	16	august	august	PROPN
fis-4119	318	17	2017	2017	NUM
fis-4119	318	18	)	)	PUNCT
fis-4119	318	19	,	,	PUNCT
fis-4119	318	20	pp	pp	PROPN
fis-4119	318	21	.	.	PUNCT
fis-4119	319	1	1731–1736	1731–1736	NUM
fis-4119	319	2	,	,	PUNCT
fis-4119	319	3	doi	doi	NOUN
fis-4119	319	4	:	:	PUNCT
fis-4119	319	5	10.1201/9781315641645	10.1201/9781315641645	NUM
fis-4119	319	6	-	-	SYM
fis-4119	319	7	286	286	NUM
fis-4119	319	8	.	.	PUNCT
fis-4119	320	1	[	[	X
fis-4119	320	2	16	16	NUM
fis-4119	320	3	]	]	X
fis-4119	320	4	singh	singh	PROPN
fis-4119	320	5	,	,	PUNCT
fis-4119	320	6	s.b	s.b	PROPN
fis-4119	320	7	.	.	PROPN
fis-4119	320	8	,	,	PUNCT
fis-4119	320	9	munjal	munjal	PROPN
fis-4119	320	10	,	,	PUNCT
fis-4119	320	11	p.	p.	NOUN
fis-4119	320	12	(	(	PUNCT
fis-4119	320	13	2016	2016	NUM
fis-4119	320	14	)	)	PUNCT
fis-4119	320	15	.	.	PUNCT
fis-4119	321	1	flexural	flexural	ADJ
fis-4119	321	2	behavior	behavior	NOUN
fis-4119	321	3	of	of	ADP
fis-4119	321	4	reinforced	reinforce	VERB
fis-4119	321	5	masonry	masonry	NOUN
fis-4119	321	6	beams	beam	NOUN
fis-4119	321	7	with	with	ADP
fis-4119	321	8	ecc	ecc	PROPN
fis-4119	321	9	as	as	ADP
fis-4119	321	10	bed	bed	NOUN
fis-4119	321	11	joint	joint	ADJ
fis-4119	321	12	,	,	PUNCT
fis-4119	321	13	international	international	ADJ
fis-4119	321	14	conference	conference	NOUN
fis-4119	321	15	on	on	ADP
fis-4119	321	16	advances	advance	NOUN
fis-4119	321	17	in	in	ADP
fis-4119	321	18	concrete	concrete	ADJ
fis-4119	321	19	technology	technology	NOUN
fis-4119	321	20	,	,	PUNCT
fis-4119	321	21	materials	material	NOUN
fis-4119	321	22	&	&	CCONJ
fis-4119	321	23	construction	construction	NOUN
fis-4119	321	24	practices	practice	NOUN
fis-4119	321	25	,	,	PUNCT
fis-4119	321	26	goa	goa	PROPN
fis-4119	321	27	,	,	PUNCT
fis-4119	321	28	india	india	PROPN
fis-4119	321	29	,	,	PUNCT
fis-4119	321	30	1	1	NUM
fis-4119	321	31	,	,	PUNCT
fis-4119	321	32	pp	pp	ADJ
fis-4119	321	33	.	.	PUNCT
fis-4119	322	1	16–21	16–21	NUM
fis-4119	322	2	.	.	PUNCT
fis-4119	323	1	[	[	X
fis-4119	323	2	17	17	NUM
fis-4119	323	3	]	]	PUNCT
fis-4119	323	4	munjal	munjal	NOUN
fis-4119	323	5	,	,	PUNCT
fis-4119	323	6	p.	p.	NOUN
fis-4119	323	7	,	,	PUNCT
fis-4119	323	8	singh	singh	PROPN
fis-4119	323	9	,	,	PUNCT
fis-4119	323	10	s.	s.	PROPN
fis-4119	323	11	(	(	PUNCT
fis-4119	323	12	2017	2017	NUM
fis-4119	323	13	)	)	PUNCT
fis-4119	323	14	.	.	PUNCT
fis-4119	324	1	flexural	flexural	ADJ
fis-4119	324	2	response	response	NOUN
fis-4119	324	3	of	of	ADP
fis-4119	324	4	reinforced	reinforce	VERB
fis-4119	324	5	masonry	masonry	NOUN
fis-4119	324	6	beams	beam	NOUN
fis-4119	324	7	with	with	ADP
fis-4119	324	8	cement	cement	NOUN
fis-4119	324	9	mortar	mortar	NOUN
fis-4119	324	10	as	as	ADP
fis-4119	324	11	bed	bed	NOUN
fis-4119	324	12	joint	joint	NOUN
fis-4119	324	13	.	.	PUNCT
fis-4119	325	1	conference	conference	NOUN
fis-4119	325	2	:	:	PUNCT
fis-4119	325	3	13th	13th	ADJ
fis-4119	325	4	canadian	canadian	ADJ
fis-4119	325	5	masonry	masonry	PROPN
fis-4119	325	6	symposium	symposium	NOUN
fis-4119	325	7	,	,	PUNCT
fis-4119	325	8	halifax	halifax	PROPN
fis-4119	325	9	,	,	PUNCT
fis-4119	325	10	canadaat	canadaat	PROPN
fis-4119	325	11	:	:	PUNCT
fis-4119	325	12	halifax	halifax	PROPN
fis-4119	325	13	,	,	PUNCT
fis-4119	325	14	canada	canada	PROPN
fis-4119	325	15	.	.	PUNCT
fis-4119	326	1	[	[	X
fis-4119	326	2	18	18	NUM
fis-4119	326	3	]	]	X
fis-4119	326	4	husain	husain	NOUN
fis-4119	326	5	,	,	PUNCT
fis-4119	326	6	m.	m.	NOUN
fis-4119	326	7	,	,	PUNCT
fis-4119	326	8	zaghlal	zaghlal	PROPN
fis-4119	326	9	,	,	PUNCT
fis-4119	326	10	m.	m.	NOUN
fis-4119	326	11	,	,	PUNCT
fis-4119	326	12	el	el	PROPN
fis-4119	326	13	-	-	PUNCT
fis-4119	326	14	sisi	sisi	PROPN
fis-4119	326	15	,	,	PUNCT
fis-4119	326	16	a.e.-d	a.e.-d	PROPN
fis-4119	326	17	.	.	PROPN
fis-4119	326	18	,	,	PUNCT
fis-4119	326	19	samy	samy	PROPN
fis-4119	326	20	,	,	PUNCT
fis-4119	326	21	s.	s.	PROPN
fis-4119	326	22	(	(	PUNCT
fis-4119	326	23	2022	2022	NUM
fis-4119	326	24	)	)	PUNCT
fis-4119	326	25	.	.	PUNCT
fis-4119	327	1	a	a	DET
fis-4119	327	2	comprehensive	comprehensive	ADJ
fis-4119	327	3	review	review	NOUN
fis-4119	327	4	on	on	ADP
fis-4119	327	5	unreinforced	unreinforced	ADJ
fis-4119	327	6	and	and	CCONJ
fis-4119	327	7	reinforced	reinforce	VERB
fis-4119	327	8	masonry	masonry	NOUN
fis-4119	327	9	structures	structure	NOUN
fis-4119	327	10	modeling	model	VERB
fis-4119	327	11	strategies	strategy	NOUN
fis-4119	327	12	,	,	PUNCT
fis-4119	327	13	the	the	DET
fis-4119	327	14	egyptian	egyptian	ADJ
fis-4119	327	15	international	international	PROPN
fis-4119	327	16	journal	journal	PROPN
fis-4119	327	17	of	of	ADP
fis-4119	327	18	engineering	engineering	NOUN
fis-4119	327	19	sciences	science	NOUN
fis-4119	327	20	and	and	CCONJ
fis-4119	327	21	technology	technology	NOUN
fis-4119	327	22	,	,	PUNCT
fis-4119	327	23	39(1	39(1	NUM
fis-4119	327	24	)	)	PUNCT
fis-4119	327	25	,	,	PUNCT
fis-4119	327	26	pp	pp	ADP
fis-4119	327	27	.	.	PUNCT
fis-4119	328	1	13–24	13–24	NUM
fis-4119	328	2	,	,	PUNCT
fis-4119	328	3	doi	doi	NOUN
fis-4119	328	4	:	:	PUNCT
fis-4119	328	5	10.21608	10.21608	NUM
fis-4119	328	6	/	/	SYM
fis-4119	328	7	eijest.2022.116902.1126	eijest.2022.116902.1126	NOUN
fis-4119	328	8	.	.	PUNCT
fis-4119	329	1	[	[	X
fis-4119	329	2	19	19	NUM
fis-4119	329	3	]	]	X
fis-4119	329	4	jasiński	jasiński	PROPN
fis-4119	329	5	,	,	PUNCT
fis-4119	329	6	r.	r.	PROPN
fis-4119	329	7	,	,	PUNCT
fis-4119	329	8	grzyb	grzyb	PROPN
fis-4119	329	9	,	,	PUNCT
fis-4119	329	10	k.	k.	PROPN
fis-4119	329	11	(	(	PUNCT
fis-4119	329	12	2021	2021	NUM
fis-4119	329	13	)	)	PUNCT
fis-4119	329	14	.	.	PUNCT
fis-4119	330	1	comparison	comparison	NOUN
fis-4119	330	2	of	of	ADP
fis-4119	330	3	masonry	masonry	NOUN
fis-4119	330	4	homogenization	homogenization	NOUN
fis-4119	330	5	methods	method	NOUN
fis-4119	330	6	–	–	PUNCT
fis-4119	330	7	macromodelling	macromodelling	NOUN
fis-4119	330	8	and	and	CCONJ
fis-4119	330	9	micromodeling	micromodeling	NOUN
fis-4119	330	10	of	of	ADP
fis-4119	330	11	walls	wall	NOUN
fis-4119	330	12	behaviour	behaviour	NOUN
fis-4119	330	13	made	make	VERB
fis-4119	330	14	of	of	ADP
fis-4119	330	15	autoclaved	autoclave	VERB
fis-4119	330	16	aerated	aerate	VERB
fis-4119	330	17	concrete	concrete	ADJ
fis-4119	330	18	masonry	masonry	NOUN
fis-4119	330	19	units	unit	NOUN
fis-4119	330	20	,	,	PUNCT
fis-4119	330	21	iop	iop	PROPN
fis-4119	330	22	conference	conference	PROPN
fis-4119	330	23	series	series	PROPN
fis-4119	330	24	:	:	PUNCT
fis-4119	330	25	materials	material	NOUN
fis-4119	330	26	science	science	NOUN
fis-4119	330	27	and	and	CCONJ
fis-4119	330	28	engineering	engineering	NOUN
fis-4119	330	29	,	,	PUNCT
fis-4119	330	30	1203(2	1203(2	NUM
fis-4119	330	31	)	)	PUNCT
fis-4119	330	32	,	,	PUNCT
fis-4119	330	33	pp	pp	PROPN
fis-4119	330	34	.	.	PUNCT
fis-4119	331	1	22033–22043	22033–22043	NUM
fis-4119	331	2	,	,	PUNCT
fis-4119	331	3	doi	doi	NOUN
fis-4119	331	4	:	:	PUNCT
fis-4119	331	5	10.1088/1757	10.1088/1757	NOUN
fis-4119	331	6	-	-	PUNCT
fis-4119	331	7	899x/1203/2/022033	899x/1203/2/022033	NUM
fis-4119	331	8	.	.	PUNCT
fis-4119	332	1	[	[	X
fis-4119	332	2	20	20	NUM
fis-4119	332	3	]	]	X
fis-4119	332	4	kömürcü	kömürcü	PROPN
fis-4119	332	5	,	,	PUNCT
fis-4119	332	6	s.	s.	PROPN
fis-4119	332	7	,	,	PUNCT
fis-4119	332	8	gedikli	gedikli	PROPN
fis-4119	332	9	,	,	PUNCT
fis-4119	332	10	a.	a.	NOUN
fis-4119	332	11	(	(	PUNCT
fis-4119	332	12	2019	2019	NUM
fis-4119	332	13	)	)	PUNCT
fis-4119	332	14	.	.	PUNCT
fis-4119	333	1	macro	macro	NOUN
fis-4119	333	2	and	and	CCONJ
fis-4119	333	3	micro	micro	ADJ
fis-4119	333	4	modeling	modeling	NOUN
fis-4119	333	5	of	of	ADP
fis-4119	333	6	the	the	DET
fis-4119	333	7	unreinforced	unreinforced	ADJ
fis-4119	333	8	masonry	masonry	NOUN
fis-4119	333	9	shear	shear	NOUN
fis-4119	333	10	walls	wall	NOUN
fis-4119	333	11	,	,	PUNCT
fis-4119	333	12	3	3	NUM
fis-4119	333	13	,	,	PUNCT
fis-4119	333	14	pp	pp	ADJ
fis-4119	333	15	.	.	PUNCT
fis-4119	334	1	116–23	116–23	INTJ
fis-4119	334	2	.	.	PUNCT
fis-4119	335	1	[	[	X
fis-4119	335	2	21	21	NUM
fis-4119	335	3	]	]	PUNCT
fis-4119	335	4	bs	bs	NOUN
fis-4119	335	5	1881	1881	NUM
fis-4119	335	6	-	-	SYM
fis-4119	335	7	127	127	NUM
fis-4119	335	8	.	.	PUNCT
fis-4119	336	1	(	(	PUNCT
fis-4119	336	2	1990	1990	NUM
fis-4119	336	3	)	)	PUNCT
fis-4119	336	4	.	.	PUNCT
fis-4119	337	1	testing	test	VERB
fis-4119	337	2	concrete	concrete	NOUN
fis-4119	337	3	,	,	PUNCT
fis-4119	337	4	construction	construction	NOUN
fis-4119	337	5	standard	standard	NOUN
fis-4119	337	6	,	,	PUNCT
fis-4119	337	7	2(2	2(2	NUM
fis-4119	337	8	)	)	PUNCT
fis-4119	337	9	,	,	PUNCT
fis-4119	337	10	pp	pp	PROPN
fis-4119	337	11	.	.	PUNCT
fis-4119	338	1	1–14	1–14	PROPN
fis-4119	338	2	.	.	PUNCT
fis-4119	339	1	[	[	X
fis-4119	339	2	22	22	NUM
fis-4119	339	3	]	]	SYM
fis-4119	339	4	abdelmaksoud	abdelmaksoud	NOUN
fis-4119	339	5	,	,	PUNCT
fis-4119	339	6	m.	m.	NOUN
fis-4119	339	7	,	,	PUNCT
fis-4119	339	8	khushefati	khushefati	PROPN
fis-4119	339	9	,	,	PUNCT
fis-4119	339	10	w.	w.	PROPN
fis-4119	339	11	,	,	PUNCT
fis-4119	339	12	khedr	khedr	PROPN
fis-4119	339	13	,	,	PUNCT
fis-4119	339	14	m.	m.	NOUN
fis-4119	339	15	,	,	PUNCT
fis-4119	339	16	sayed	say	VERB
fis-4119	339	17	-	-	PUNCT
fis-4119	339	18	ahmed	ahmed	PROPN
fis-4119	339	19	,	,	PUNCT
fis-4119	339	20	e.	e.	PROPN
fis-4119	339	21	(	(	PUNCT
fis-4119	339	22	2016	2016	NUM
fis-4119	339	23	)	)	PUNCT
fis-4119	339	24	.	.	PUNCT
fis-4119	340	1	steel	steel	NOUN
fis-4119	340	2	beams	beam	NOUN
fis-4119	340	3	strengthened	strengthen	VERB
fis-4119	340	4	with	with	ADP
fis-4119	340	5	prestressed	prestressed	ADJ
fis-4119	340	6	cfrp	cfrp	NOUN
fis-4119	340	7	laminate	laminate	NOUN
fis-4119	340	8	:	:	PUNCT
fis-4119	340	9	is	be	AUX
fis-4119	340	10	there	there	PRON
fis-4119	340	11	a	a	DET
fis-4119	340	12	need	need	NOUN
fis-4119	340	13	for	for	ADP
fis-4119	340	14	laminate	laminate	NOUN
fis-4119	340	15	prestressing	prestressing	NOUN
fis-4119	340	16	?	?	PUNCT
fis-4119	340	17	,	,	PUNCT
fis-4119	340	18	electronic	electronic	ADJ
fis-4119	340	19	journal	journal	NOUN
fis-4119	340	20	of	of	ADP
fis-4119	340	21	structural	structural	ADJ
fis-4119	340	22	engineering	engineering	NOUN
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fis-4119	340	24	16	16	NUM
fis-4119	340	25	,	,	PUNCT
fis-4119	340	26	pp	pp	ADJ
fis-4119	340	27	.	.	PUNCT
fis-4119	341	1	53–62	53–62	NUM
fis-4119	341	2	,	,	PUNCT
fis-4119	341	3	doi	doi	NOUN
fis-4119	341	4	:	:	PUNCT
fis-4119	341	5	10.56748	10.56748	NUM
fis-4119	341	6	/	/	SYM
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fis-4119	342	1	[	[	X
fis-4119	342	2	23	23	NUM
fis-4119	342	3	]	]	PUNCT
fis-4119	342	4	sayed	say	VERB
fis-4119	342	5	-	-	PUNCT
fis-4119	342	6	ahmed	ahmed	PROPN
fis-4119	342	7	,	,	PUNCT
fis-4119	342	8	e.	e.	PROPN
fis-4119	342	9	,	,	PUNCT
fis-4119	342	10	abdelmaksoud	abdelmaksoud	PROPN
fis-4119	342	11	,	,	PUNCT
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fis-4119	342	13	,	,	PUNCT
fis-4119	342	14	khushefati	khushefati	PROPN
fis-4119	342	15	,	,	PUNCT
fis-4119	342	16	w.	w.	PROPN
fis-4119	342	17	,	,	PUNCT
fis-4119	342	18	khedr	khedr	PROPN
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fis-4119	342	21	(	(	PUNCT
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fis-4119	342	23	)	)	PUNCT
fis-4119	342	24	.	.	PUNCT
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fis-4119	343	3	steel	steel	NOUN
fis-4119	343	4	beams	beam	NOUN
fis-4119	343	5	strengthened	strengthen	VERB
fis-4119	343	6	with	with	ADP
fis-4119	343	7	prestressed	prestressed	ADJ
fis-4119	343	8	cfrp	cfrp	NOUN
fis-4119	343	9	laminate	laminate	PROPN
fis-4119	343	10	,	,	PUNCT
fis-4119	343	11	electronic	electronic	ADJ
fis-4119	343	12	journal	journal	NOUN
fis-4119	343	13	of	of	ADP
fis-4119	343	14	structural	structural	ADJ
fis-4119	343	15	engineering	engineering	NOUN
fis-4119	343	16	,	,	PUNCT
fis-4119	343	17	15	15	NUM
fis-4119	343	18	,	,	PUNCT
fis-4119	343	19	pp	pp	ADJ
fis-4119	343	20	.	.	PUNCT
fis-4119	344	1	60–9	60–9	INTJ
fis-4119	344	2	,	,	PUNCT
fis-4119	344	3	doi	doi	NOUN
fis-4119	344	4	:	:	PUNCT
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fis-4119	344	6	/	/	SYM
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fis-4119	345	1	[	[	X
fis-4119	345	2	24	24	NUM
fis-4119	345	3	]	]	X
fis-4119	345	4	ansys	ansys	X
fis-4119	345	5	.	.	PUNCT
fis-4119	346	1	(	(	PUNCT
fis-4119	346	2	2013	2013	NUM
fis-4119	346	3	)	)	PUNCT
fis-4119	346	4	.	.	PUNCT
fis-4119	347	1	ansys	ansys	PROPN
fis-4119	347	2	mechanical	mechanical	PROPN
fis-4119	347	3	apdl	apdl	PROPN
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fis-4119	347	5	reference	reference	NOUN
fis-4119	347	6	,	,	PUNCT
fis-4119	347	7	ansys	ansys	PROPN
fis-4119	347	8	inc	inc	PROPN
fis-4119	347	9	,	,	PUNCT
fis-4119	347	10	release15	release15	NOUN
fis-4119	347	11	.	.	PUNCT
fis-4119	348	1	[	[	X
fis-4119	348	2	25	25	NUM
fis-4119	348	3	]	]	PUNCT
fis-4119	348	4	hawileh	hawileh	NOUN
fis-4119	348	5	,	,	PUNCT
fis-4119	348	6	r.a	r.a	PROPN
fis-4119	348	7	.	.	PROPN
fis-4119	348	8	,	,	PUNCT
fis-4119	348	9	musto	musto	PROPN
fis-4119	348	10	,	,	PUNCT
fis-4119	348	11	h.a	h.a	PROPN
fis-4119	348	12	.	.	PROPN
fis-4119	348	13	,	,	PUNCT
fis-4119	348	14	abdalla	abdalla	PROPN
fis-4119	348	15	,	,	PUNCT
fis-4119	348	16	j.a	j.a	PROPN
fis-4119	348	17	.	.	PROPN
fis-4119	348	18	,	,	PUNCT
fis-4119	348	19	naser	naser	PROPN
fis-4119	348	20	,	,	PUNCT
fis-4119	348	21	m.z	m.z	PROPN
fis-4119	348	22	.	.	PUNCT
fis-4119	348	23	(	(	PUNCT
fis-4119	348	24	2019	2019	NUM
fis-4119	348	25	)	)	PUNCT
fis-4119	348	26	.	.	PUNCT
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fis-4119	349	2	element	element	NOUN
fis-4119	349	3	modeling	modeling	NOUN
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fis-4119	349	6	concrete	concrete	ADJ
fis-4119	349	7	beams	beam	NOUN
fis-4119	349	8	externally	externally	ADV
fis-4119	349	9	strengthened	strengthen	VERB
fis-4119	349	10	in	in	ADP
fis-4119	349	11	flexure	flexure	NOUN
fis-4119	349	12	with	with	ADP
fis-4119	349	13	side	side	NOUN
fis-4119	349	14	-	-	PUNCT
fis-4119	349	15	bonded	bond	VERB
fis-4119	349	16	frp	frp	PROPN
fis-4119	349	17	laminates	laminate	NOUN
fis-4119	349	18	,	,	PUNCT
fis-4119	349	19	composites	composite	VERB
fis-4119	349	20	part	part	NOUN
fis-4119	349	21	b	b	NOUN
fis-4119	349	22	:	:	PUNCT
fis-4119	349	23	engineering	engineering	NOUN
fis-4119	349	24	,	,	PUNCT
fis-4119	349	25	173	173	NUM
fis-4119	349	26	,	,	PUNCT
fis-4119	349	27	pp	pp	ADJ
fis-4119	349	28	.	.	PUNCT
fis-4119	349	29	106952	106952	NUM
fis-4119	349	30	106964	106964	NUM
fis-4119	349	31	.	.	PUNCT
fis-4119	350	1	doi	doi	NOUN
fis-4119	350	2	:	:	PUNCT
fis-4119	350	3	10.1016	10.1016	NUM
fis-4119	350	4	/	/	SYM
fis-4119	350	5	j.compositesb.2019.106952	j.compositesb.2019.106952	NOUN
fis-4119	350	6	.	.	PUNCT
fis-4119	351	1	[	[	X
fis-4119	351	2	26	26	NUM
fis-4119	351	3	]	]	X
fis-4119	351	4	sarsam	sarsam	PROPN
fis-4119	351	5	,	,	PUNCT
fis-4119	351	6	k.	k.	PROPN
fis-4119	351	7	,	,	PUNCT
fis-4119	351	8	al	al	PROPN
fis-4119	351	9	–	–	PUNCT
fis-4119	351	10	bayati	bayati	NOUN
fis-4119	351	11	,	,	PUNCT
fis-4119	351	12	n.	n.	NOUN
fis-4119	351	13	,	,	PUNCT
fis-4119	351	14	mohammed	mohammed	PROPN
fis-4119	351	15	,	,	PUNCT
fis-4119	351	16	a.	a.	NOUN
fis-4119	351	17	(	(	PUNCT
fis-4119	351	18	2017	2017	NUM
fis-4119	351	19	)	)	PUNCT
fis-4119	351	20	.	.	PUNCT
fis-4119	352	1	finite	finite	PROPN
fis-4119	352	2	element	element	NOUN
fis-4119	352	3	analysis	analysis	NOUN
fis-4119	352	4	of	of	ADP
fis-4119	352	5	porcelanite	porcelanite	ADJ
fis-4119	352	6	lightweight	lightweight	NOUN
fis-4119	352	7	aggregate	aggregate	ADJ
fis-4119	352	8	reinforced	reinforce	VERB
fis-4119	352	9	concrete	concrete	ADJ
fis-4119	352	10	deep	deep	ADJ
fis-4119	352	11	beams	beam	NOUN
fis-4119	352	12	strengthened	strengthen	VERB
fis-4119	352	13	by	by	ADP
fis-4119	352	14	externally	externally	ADV
fis-4119	352	15	bonded	bond	VERB
fis-4119	352	16	carbon	carbon	NOUN
fis-4119	352	17	fiber	fiber	NOUN
fis-4119	352	18	strips	strip	NOUN
fis-4119	352	19	,	,	PUNCT
fis-4119	352	20	journal	journal	NOUN
fis-4119	352	21	of	of	ADP
fis-4119	352	22	engineering	engineering	NOUN
fis-4119	352	23	of	of	ADP
fis-4119	352	24	sustainable	sustainable	ADJ
fis-4119	352	25	development	development	NOUN
fis-4119	352	26	,	,	PUNCT
fis-4119	352	27	21(1	21(1	NUM
fis-4119	352	28	)	)	PUNCT
fis-4119	352	29	,	,	PUNCT
fis-4119	352	30	pp	pp	ADP
fis-4119	352	31	.	.	PUNCT
fis-4119	353	1	124–138	124–138	NUM
fis-4119	353	2	.	.	PUNCT
fis-4119	354	1	[	[	X
fis-4119	354	2	27	27	NUM
fis-4119	354	3	]	]	PUNCT
fis-4119	354	4	dere	dere	PROPN
fis-4119	354	5	,	,	PUNCT
fis-4119	354	6	y.	y.	NOUN
fis-4119	354	7	,	,	PUNCT
fis-4119	354	8	dede	dede	NOUN
fis-4119	354	9	,	,	PUNCT
fis-4119	354	10	f.t	f.t	PROPN
fis-4119	354	11	.	.	PUNCT
fis-4119	354	12	(	(	PUNCT
fis-4119	354	13	2011	2011	NUM
fis-4119	354	14	)	)	PUNCT
fis-4119	354	15	.	.	PUNCT
fis-4119	355	1	nonlinear	nonlinear	ADJ
fis-4119	355	2	finite	finite	PROPN
fis-4119	355	3	element	element	NOUN
fis-4119	355	4	analysis	analysis	NOUN
fis-4119	355	5	of	of	ADP
fis-4119	355	6	an	an	DET
fis-4119	355	7	r	r	NOUN
fis-4119	355	8	/	/	SYM
fis-4119	355	9	c	c	NOUN
fis-4119	355	10	frame	frame	NOUN
fis-4119	355	11	under	under	ADP
fis-4119	355	12	lateral	lateral	ADJ
fis-4119	355	13	loading	loading	NOUN
fis-4119	355	14	,	,	PUNCT
fis-4119	355	15	mathematical	mathematical	ADJ
fis-4119	355	16	and	and	CCONJ
fis-4119	355	17	computational	computational	ADJ
fis-4119	355	18	applications	application	NOUN
fis-4119	355	19	,	,	PUNCT
fis-4119	355	20	16(4	16(4	NUM
fis-4119	355	21	)	)	PUNCT
fis-4119	355	22	,	,	PUNCT
fis-4119	355	23	pp	pp	ADP
fis-4119	355	24	.	.	PUNCT
fis-4119	356	1	947–958	947–958	NUM
fis-4119	356	2	,	,	PUNCT
fis-4119	356	3	doi	doi	NOUN
fis-4119	356	4	:	:	PUNCT
fis-4119	356	5	10.3390	10.3390	NUM
fis-4119	356	6	/	/	SYM
fis-4119	356	7	mca16040947	mca16040947	ADJ
fis-4119	356	8	.	.	PUNCT