id	sid	tid	token	lemma	pos
fis-3081	1	1	microsoft	microsoft	PROPN
fis-3081	1	2	word	word	NOUN
fis-3081	1	3	numero_57_art_19_3081	numero_57_art_19_3081	PROPN
fis-3081	1	4	m.	m.	NOUN
fis-3081	1	5	t.	t.	PROPN
fis-3081	1	6	nawar	nawar	PROPN
fis-3081	1	7	et	et	PROPN
fis-3081	1	8	alii	alii	PROPN
fis-3081	1	9	,	,	PUNCT
fis-3081	1	10	frattura	frattura	PROPN
fis-3081	1	11	ed	ed	PROPN
fis-3081	1	12	integrità	integrità	PROPN
fis-3081	1	13	strutturale	strutturale	PROPN
fis-3081	1	14	,	,	PUNCT
fis-3081	1	15	57	57	NUM
fis-3081	1	16	(	(	PUNCT
fis-3081	1	17	2021	2021	NUM
fis-3081	1	18	)	)	PUNCT
fis-3081	1	19	259	259	NUM
fis-3081	1	20	-	-	SYM
fis-3081	1	21	280	280	NUM
fis-3081	1	22	;	;	PUNCT
fis-3081	1	23	doi	doi	NOUN
fis-3081	1	24	:	:	PUNCT
fis-3081	1	25	10.3221	10.3221	NUM
fis-3081	1	26	/	/	SYM
fis-3081	1	27	igf	igf	NOUN
fis-3081	1	28	-	-	ADJ
fis-3081	1	29	esis.57.19	esis.57.19	NOUN
fis-3081	1	30	259	259	NUM
fis-3081	1	31	enhancement	enhancement	NOUN
fis-3081	1	32	of	of	ADP
fis-3081	1	33	blast	blast	NOUN
fis-3081	1	34	resistance	resistance	NOUN
fis-3081	1	35	of	of	ADP
fis-3081	1	36	r.c	r.c	PROPN
fis-3081	1	37	beams	beam	NOUN
fis-3081	1	38	using	use	VERB
fis-3081	1	39	micro	micro	ADJ
fis-3081	1	40	/	/	SYM
fis-3081	1	41	nano	nano	NOUN
fis-3081	1	42	silica	silica	NOUN
fis-3081	1	43	in	in	ADP
fis-3081	1	44	the	the	DET
fis-3081	1	45	presence	presence	NOUN
fis-3081	1	46	of	of	ADP
fis-3081	1	47	steel	steel	NOUN
fis-3081	1	48	fibers	fiber	NOUN
fis-3081	1	49	mahmoud	mahmoud	PROPN
fis-3081	1	50	t.	t.	PROPN
fis-3081	1	51	nawar	nawar	PROPN
fis-3081	1	52	,	,	PUNCT
fis-3081	1	53	kareem	kareem	PROPN
fis-3081	1	54	a.	a.	PROPN
fis-3081	1	55	el	el	PROPN
fis-3081	1	56	-	-	PUNCT
fis-3081	1	57	awady	awady	PROPN
fis-3081	1	58	,	,	PUNCT
fis-3081	1	59	hamdy	hamdy	PROPN
fis-3081	1	60	k.	k.	PROPN
fis-3081	1	61	shehab	shehab	PROPN
fis-3081	1	62	,	,	PUNCT
fis-3081	1	63	ahmed	ahmed	PROPN
fis-3081	1	64	s.	s.	PROPN
fis-3081	1	65	eisa	eisa	PROPN
fis-3081	1	66	zagazig	zagazig	PROPN
fis-3081	1	67	university	university	PROPN
fis-3081	1	68	,	,	PUNCT
fis-3081	1	69	department	department	NOUN
fis-3081	1	70	of	of	ADP
fis-3081	1	71	structural	structural	ADJ
fis-3081	1	72	engineering	engineering	NOUN
fis-3081	1	73	,	,	PUNCT
fis-3081	1	74	egypt	egypt	PROPN
fis-3081	1	75	.	.	PUNCT
fis-3081	2	1	mn6w8@mail.missouri.edu	mn6w8@mail.missouri.edu	ADP
fis-3081	2	2	,	,	PUNCT
fis-3081	2	3	k_ahmed2012@hotmail.com	k_ahmed2012@hotmail.com	PROPN
fis-3081	2	4	abstract	abstract	NOUN
fis-3081	2	5	.	.	PUNCT
fis-3081	3	1	the	the	DET
fis-3081	3	2	study	study	NOUN
fis-3081	3	3	investigates	investigate	VERB
fis-3081	3	4	the	the	DET
fis-3081	3	5	effect	effect	NOUN
fis-3081	3	6	of	of	ADP
fis-3081	3	7	micro	micro	ADJ
fis-3081	3	8	/	/	SYM
fis-3081	3	9	nano	nano	NOUN
fis-3081	3	10	silica	silica	NOUN
fis-3081	3	11	and	and	CCONJ
fis-3081	3	12	steel	steel	NOUN
fis-3081	3	13	fibers	fiber	NOUN
fis-3081	3	14	on	on	ADP
fis-3081	3	15	improving	improve	VERB
fis-3081	3	16	the	the	DET
fis-3081	3	17	dynamic	dynamic	ADJ
fis-3081	3	18	response	response	NOUN
fis-3081	3	19	of	of	ADP
fis-3081	3	20	r.c	r.c	PROPN
fis-3081	3	21	beams	beam	NOUN
fis-3081	3	22	,	,	PUNCT
fis-3081	3	23	using	use	VERB
fis-3081	3	24	the	the	DET
fis-3081	3	25	abaqus	abaqus	NOUN
fis-3081	3	26	/	/	SYM
fis-3081	3	27	explicit	explicit	ADJ
fis-3081	3	28	dynamic	dynamic	ADJ
fis-3081	3	29	analysis	analysis	NOUN
fis-3081	3	30	.	.	PUNCT
fis-3081	4	1	according	accord	VERB
fis-3081	4	2	to	to	ADP
fis-3081	4	3	the	the	DET
fis-3081	4	4	results	result	NOUN
fis-3081	4	5	of	of	ADP
fis-3081	4	6	magnusson	magnusson	PROPN
fis-3081	4	7	and	and	CCONJ
fis-3081	4	8	hallgren	hallgren	PROPN
fis-3081	4	9	's	's	PART
fis-3081	4	10	experimental	experimental	ADJ
fis-3081	4	11	investigation	investigation	NOUN
fis-3081	4	12	,	,	PUNCT
fis-3081	4	13	the	the	DET
fis-3081	4	14	fe	fe	PROPN
fis-3081	4	15	model	model	NOUN
fis-3081	4	16	has	have	AUX
fis-3081	4	17	been	be	AUX
fis-3081	4	18	wellverified	wellverifie	VERB
fis-3081	4	19	and	and	CCONJ
fis-3081	4	20	calibrated	calibrate	VERB
fis-3081	4	21	.	.	PUNCT
fis-3081	5	1	the	the	DET
fis-3081	5	2	fe	fe	PROPN
fis-3081	5	3	test	test	NOUN
fis-3081	5	4	program	program	NOUN
fis-3081	5	5	has	have	AUX
fis-3081	5	6	further	far	ADV
fis-3081	5	7	been	be	AUX
fis-3081	5	8	extended	extend	VERB
fis-3081	5	9	to	to	PART
fis-3081	5	10	study	study	VERB
fis-3081	5	11	the	the	DET
fis-3081	5	12	effect	effect	NOUN
fis-3081	5	13	of	of	ADP
fis-3081	5	14	tensile	tensile	NOUN
fis-3081	5	15	reinforcement	reinforcement	NOUN
fis-3081	5	16	ratios	ratio	NOUN
fis-3081	5	17	𝝁	𝝁	PROPN
fis-3081	5	18	of	of	ADP
fis-3081	5	19	0.5	0.5	NUM
fis-3081	5	20	%	%	NOUN
fis-3081	5	21	,	,	PUNCT
fis-3081	5	22	0.78	0.78	NUM
fis-3081	5	23	%	%	NOUN
fis-3081	5	24	,	,	PUNCT
fis-3081	5	25	and	and	CCONJ
fis-3081	5	26	1.13	1.13	NUM
fis-3081	5	27	%	%	NOUN
fis-3081	5	28	,	,	PUNCT
fis-3081	5	29	in	in	ADP
fis-3081	5	30	comparison	comparison	NOUN
fis-3081	5	31	with	with	ADP
fis-3081	5	32	the	the	DET
fis-3081	5	33	enhancement	enhancement	NOUN
fis-3081	5	34	of	of	ADP
fis-3081	5	35	concrete	concrete	NOUN
fis-3081	5	36	’s	’s	PART
fis-3081	5	37	material	material	NOUN
fis-3081	5	38	properties	property	NOUN
fis-3081	5	39	,	,	PUNCT
fis-3081	5	40	on	on	ADP
fis-3081	5	41	the	the	DET
fis-3081	5	42	behavior	behavior	NOUN
fis-3081	5	43	of	of	ADP
fis-3081	5	44	tested	test	VERB
fis-3081	5	45	beams	beam	NOUN
fis-3081	5	46	under	under	ADP
fis-3081	5	47	blast	blast	NOUN
fis-3081	5	48	loading	loading	NOUN
fis-3081	5	49	.	.	PUNCT
fis-3081	6	1	the	the	DET
fis-3081	6	2	results	result	NOUN
fis-3081	6	3	were	be	AUX
fis-3081	6	4	compared	compare	VERB
fis-3081	6	5	in	in	ADP
fis-3081	6	6	terms	term	NOUN
fis-3081	6	7	of	of	ADP
fis-3081	6	8	changes	change	NOUN
fis-3081	6	9	in	in	ADP
fis-3081	6	10	the	the	DET
fis-3081	6	11	max	max	PROPN
fis-3081	6	12	deflection	deflection	NOUN
fis-3081	6	13	at	at	ADP
fis-3081	6	14	mid	mid	ADJ
fis-3081	6	15	-	-	NOUN
fis-3081	6	16	span	span	NOUN
fis-3081	6	17	and	and	CCONJ
fis-3081	6	18	flexural	flexural	ADJ
fis-3081	6	19	toughness	toughness	NOUN
fis-3081	6	20	values	value	NOUN
fis-3081	6	21	.	.	PUNCT
fis-3081	7	1	the	the	DET
fis-3081	7	2	results	result	NOUN
fis-3081	7	3	showed	show	VERB
fis-3081	7	4	that	that	SCONJ
fis-3081	7	5	the	the	DET
fis-3081	7	6	flexural	flexural	ADJ
fis-3081	7	7	toughness	toughness	NOUN
fis-3081	7	8	of	of	ADP
fis-3081	7	9	beams	beam	NOUN
fis-3081	7	10	decreases	decrease	VERB
fis-3081	7	11	when	when	SCONJ
fis-3081	7	12	the	the	DET
fis-3081	7	13	tensile	tensile	NOUN
fis-3081	7	14	reinforcement	reinforcement	NOUN
fis-3081	7	15	ratio	ratio	NOUN
fis-3081	7	16	increases	increase	NOUN
fis-3081	7	17	due	due	ADJ
fis-3081	7	18	to	to	ADP
fis-3081	7	19	an	an	DET
fis-3081	7	20	increase	increase	NOUN
fis-3081	7	21	in	in	ADP
fis-3081	7	22	the	the	DET
fis-3081	7	23	moment	moment	NOUN
fis-3081	7	24	of	of	ADP
fis-3081	7	25	inertia	inertia	NOUN
fis-3081	7	26	(	(	PUNCT
fis-3081	7	27	ieffective).r.c	ieffective).r.c	ADJ
fis-3081	7	28	beams	beam	NOUN
fis-3081	7	29	incorporating	incorporate	VERB
fis-3081	7	30	smcs	smcs	ADJ
fis-3081	7	31	(	(	PUNCT
fis-3081	7	32	10%ms+1%ns	10%ms+1%ns	NUM
fis-3081	7	33	)	)	PUNCT
fis-3081	7	34	with	with	ADP
fis-3081	7	35	different	different	ADJ
fis-3081	7	36	volume	volume	NOUN
fis-3081	7	37	fractions	fraction	NOUN
fis-3081	7	38	(	(	PUNCT
fis-3081	7	39	0	0	NUM
fis-3081	7	40	%	%	NOUN
fis-3081	7	41	,	,	PUNCT
fis-3081	7	42	1	1	NUM
fis-3081	7	43	%	%	NOUN
fis-3081	7	44	,	,	PUNCT
fis-3081	7	45	2	2	NUM
fis-3081	7	46	%	%	NOUN
fis-3081	7	47	)	)	PUNCT
fis-3081	7	48	of	of	ADP
fis-3081	7	49	steel	steel	NOUN
fis-3081	7	50	fibers	fiber	NOUN
fis-3081	7	51	showed	show	VERB
fis-3081	7	52	that	that	SCONJ
fis-3081	7	53	the	the	DET
fis-3081	7	54	concrete	concrete	NOUN
fis-3081	7	55	mixes	mix	VERB
fis-3081	7	56	with	with	ADP
fis-3081	7	57	higher	high	ADJ
fis-3081	7	58	compressive	compressive	ADJ
fis-3081	7	59	strength	strength	NOUN
fis-3081	7	60	values	value	NOUN
fis-3081	7	61	lead	lead	VERB
fis-3081	7	62	to	to	ADP
fis-3081	7	63	an	an	DET
fis-3081	7	64	increase	increase	NOUN
fis-3081	7	65	in	in	ADP
fis-3081	7	66	the	the	DET
fis-3081	7	67	last	last	ADJ
fis-3081	7	68	beam	beam	NOUN
fis-3081	7	69	deflection	deflection	NOUN
fis-3081	7	70	,	,	PUNCT
fis-3081	7	71	producing	produce	VERB
fis-3081	7	72	a	a	DET
fis-3081	7	73	considerable	considerable	ADJ
fis-3081	7	74	rise	rise	NOUN
fis-3081	7	75	in	in	ADP
fis-3081	7	76	the	the	DET
fis-3081	7	77	flexural	flexural	ADJ
fis-3081	7	78	toughness	toughness	NOUN
fis-3081	7	79	by	by	ADP
fis-3081	7	80	18.2	18.2	NUM
fis-3081	7	81	%	%	NOUN
fis-3081	7	82	,	,	PUNCT
fis-3081	7	83	27	27	NUM
fis-3081	7	84	%	%	NOUN
fis-3081	7	85	and	and	CCONJ
fis-3081	7	86	31.8	31.8	NUM
fis-3081	7	87	%	%	NOUN
fis-3081	7	88	for	for	ADP
fis-3081	7	89	𝝁	𝝁	PROPN
fis-3081	7	90	(	(	PUNCT
fis-3081	7	91	0.50	0.50	NUM
fis-3081	7	92	%	%	NOUN
fis-3081	7	93	)	)	PUNCT
fis-3081	7	94	and	and	CCONJ
fis-3081	7	95	15	15	NUM
fis-3081	7	96	%	%	NOUN
fis-3081	7	97	,	,	PUNCT
fis-3081	7	98	19.9	19.9	NUM
fis-3081	7	99	%	%	NOUN
fis-3081	7	100	and	and	CCONJ
fis-3081	7	101	23.6	23.6	NUM
fis-3081	7	102	%	%	NOUN
fis-3081	7	103	for	for	ADP
fis-3081	7	104	𝝁	𝝁	PROPN
fis-3081	7	105	(	(	PUNCT
fis-3081	7	106	0.78	0.78	NUM
fis-3081	7	107	%	%	NOUN
fis-3081	7	108	)	)	PUNCT
fis-3081	7	109	and	and	CCONJ
fis-3081	7	110	6.6	6.6	NUM
fis-3081	7	111	%	%	NOUN
fis-3081	7	112	,	,	PUNCT
fis-3081	7	113	13.7	13.7	NUM
fis-3081	7	114	%	%	NOUN
fis-3081	7	115	and	and	CCONJ
fis-3081	7	116	19.6	19.6	NUM
fis-3081	7	117	%	%	NOUN
fis-3081	7	118	for	for	ADP
fis-3081	7	119	𝝁	𝝁	PROPN
fis-3081	7	120	(	(	PUNCT
fis-3081	7	121	1.13	1.13	NUM
fis-3081	7	122	%	%	NOUN
fis-3081	7	123	)	)	PUNCT
fis-3081	7	124	respectively	respectively	ADV
fis-3081	7	125	in	in	ADP
fis-3081	7	126	comparison	comparison	NOUN
fis-3081	7	127	with	with	ADP
fis-3081	7	128	the	the	DET
fis-3081	7	129	reference	reference	NOUN
fis-3081	7	130	beam	beam	NOUN
fis-3081	7	131	.	.	PUNCT
fis-3081	8	1	keywords	keyword	NOUN
fis-3081	8	2	.	.	PUNCT
fis-3081	9	1	reinforced	reinforce	VERB
fis-3081	9	2	concrete	concrete	NOUN
fis-3081	9	3	;	;	PUNCT
fis-3081	9	4	micro	micro	ADJ
fis-3081	9	5	silica	silica	NOUN
fis-3081	9	6	;	;	PUNCT
fis-3081	9	7	nano	nano	NOUN
fis-3081	9	8	silica	silica	NOUN
fis-3081	9	9	;	;	PUNCT
fis-3081	9	10	blast	blast	NOUN
fis-3081	9	11	load	load	NOUN
fis-3081	9	12	;	;	PUNCT
fis-3081	9	13	flexural	flexural	ADJ
fis-3081	9	14	toughness	toughness	NOUN
fis-3081	9	15	;	;	PUNCT
fis-3081	9	16	steel	steel	NOUN
fis-3081	9	17	fibers	fiber	NOUN
fis-3081	9	18	.	.	PUNCT
fis-3081	10	1	citation	citation	NOUN
fis-3081	10	2	:	:	PUNCT
fis-3081	10	3	nawar	nawar	ADJ
fis-3081	10	4	,	,	PUNCT
fis-3081	10	5	m.	m.	NOUN
fis-3081	10	6	,	,	PUNCT
fis-3081	10	7	el	el	PROPN
fis-3081	10	8	-	-	PUNCT
fis-3081	10	9	awady	awady	PROPN
fis-3081	10	10	,	,	PUNCT
fis-3081	10	11	k.	k.	PROPN
fis-3081	10	12	,	,	PUNCT
fis-3081	10	13	shehab	shehab	PROPN
fis-3081	10	14	,	,	PUNCT
fis-3081	10	15	h.	h.	PROPN
fis-3081	10	16	,	,	PUNCT
fis-3081	10	17	eisa	eisa	PROPN
fis-3081	10	18	,	,	PUNCT
fis-3081	10	19	a.	a.	NOUN
fis-3081	10	20	,	,	PUNCT
fis-3081	10	21	enhancement	enhancement	NOUN
fis-3081	10	22	of	of	ADP
fis-3081	10	23	blast	blast	NOUN
fis-3081	10	24	resistance	resistance	NOUN
fis-3081	10	25	of	of	ADP
fis-3081	10	26	r.c	r.c	PROPN
fis-3081	10	27	beams	beam	NOUN
fis-3081	10	28	using	use	VERB
fis-3081	10	29	micro	micro	ADJ
fis-3081	10	30	/	/	SYM
fis-3081	10	31	nano	nano	NOUN
fis-3081	10	32	silica	silica	NOUN
fis-3081	10	33	in	in	ADP
fis-3081	10	34	the	the	DET
fis-3081	10	35	presence	presence	NOUN
fis-3081	10	36	of	of	ADP
fis-3081	10	37	steel	steel	NOUN
fis-3081	10	38	fibers	fiber	NOUN
fis-3081	10	39	,	,	PUNCT
fis-3081	10	40	frattura	frattura	PROPN
fis-3081	10	41	ed	ed	PROPN
fis-3081	10	42	integrità	integrità	PROPN
fis-3081	10	43	strutturale	strutturale	PROPN
fis-3081	10	44	,	,	PUNCT
fis-3081	10	45	57	57	NUM
fis-3081	10	46	(	(	PUNCT
fis-3081	10	47	2021	2021	NUM
fis-3081	10	48	)	)	PUNCT
fis-3081	10	49	259	259	NUM
fis-3081	10	50	-	-	SYM
fis-3081	10	51	280	280	NUM
fis-3081	10	52	.	.	PUNCT
fis-3081	10	53	received	receive	VERB
fis-3081	10	54	:	:	PUNCT
fis-3081	10	55	20.04.2021	20.04.2021	NUM
fis-3081	10	56	accepted	accept	VERB
fis-3081	10	57	:	:	PUNCT
fis-3081	10	58	10.06.2021	10.06.2021	NUM
fis-3081	10	59	published	publish	VERB
fis-3081	10	60	:	:	PUNCT
fis-3081	10	61	01.07.2021	01.07.2021	NUM
fis-3081	11	1	copyright	copyright	NOUN
fis-3081	11	2	:	:	PUNCT
fis-3081	11	3	©	©	PROPN
fis-3081	11	4	2021	2021	NUM
fis-3081	11	5	this	this	PRON
fis-3081	11	6	is	be	AUX
fis-3081	11	7	an	an	DET
fis-3081	11	8	open	open	ADJ
fis-3081	11	9	access	access	NOUN
fis-3081	11	10	article	article	NOUN
fis-3081	11	11	under	under	ADP
fis-3081	11	12	the	the	DET
fis-3081	11	13	terms	term	NOUN
fis-3081	11	14	of	of	ADP
fis-3081	11	15	the	the	DET
fis-3081	11	16	cc	cc	NOUN
fis-3081	11	17	-	-	PUNCT
fis-3081	11	18	by	by	ADP
fis-3081	11	19	4.0	4.0	NUM
fis-3081	11	20	,	,	PUNCT
fis-3081	11	21	which	which	PRON
fis-3081	11	22	permits	permit	VERB
fis-3081	11	23	unrestricted	unrestricted	ADJ
fis-3081	11	24	use	use	NOUN
fis-3081	11	25	,	,	PUNCT
fis-3081	11	26	distribution	distribution	NOUN
fis-3081	11	27	,	,	PUNCT
fis-3081	11	28	and	and	CCONJ
fis-3081	11	29	reproduction	reproduction	NOUN
fis-3081	11	30	in	in	ADP
fis-3081	11	31	any	any	DET
fis-3081	11	32	medium	medium	NOUN
fis-3081	11	33	,	,	PUNCT
fis-3081	11	34	provided	provide	VERB
fis-3081	11	35	the	the	DET
fis-3081	11	36	original	original	ADJ
fis-3081	11	37	author	author	NOUN
fis-3081	11	38	and	and	CCONJ
fis-3081	11	39	source	source	NOUN
fis-3081	11	40	are	be	AUX
fis-3081	11	41	credited	credit	VERB
fis-3081	11	42	.	.	PUNCT
fis-3081	12	1	introduction	introduction	NOUN
fis-3081	12	2	last	last	ADJ
fis-3081	12	3	loads	load	NOUN
fis-3081	12	4	are	be	AUX
fis-3081	12	5	considered	consider	VERB
fis-3081	12	6	one	one	NUM
fis-3081	12	7	of	of	ADP
fis-3081	12	8	the	the	DET
fis-3081	12	9	severe	severe	ADJ
fis-3081	12	10	loads	load	NOUN
fis-3081	12	11	impacting	impact	VERB
fis-3081	12	12	structures	structure	NOUN
fis-3081	12	13	,	,	PUNCT
fis-3081	12	14	and	and	CCONJ
fis-3081	12	15	even	even	ADV
fis-3081	12	16	a	a	DET
fis-3081	12	17	small	small	ADJ
fis-3081	12	18	amount	amount	NOUN
fis-3081	12	19	of	of	ADP
fis-3081	12	20	blast	blast	NOUN
fis-3081	12	21	may	may	AUX
fis-3081	12	22	cause	cause	VERB
fis-3081	12	23	significant	significant	ADJ
fis-3081	12	24	damage	damage	NOUN
fis-3081	12	25	to	to	ADP
fis-3081	12	26	the	the	DET
fis-3081	12	27	structure	structure	NOUN
fis-3081	12	28	,	,	PUNCT
fis-3081	12	29	baker	baker	PROPN
fis-3081	12	30	et	et	PROPN
fis-3081	12	31	al	al	PROPN
fis-3081	12	32	.	.	PUNCT
fis-3081	13	1	[	[	X
fis-3081	13	2	1].enhancement	1].enhancement	NUM
fis-3081	13	3	of	of	ADP
fis-3081	13	4	the	the	DET
fis-3081	13	5	ductility	ductility	NOUN
fis-3081	13	6	and	and	CCONJ
fis-3081	13	7	flexural	flexural	ADJ
fis-3081	13	8	toughness	toughness	NOUN
fis-3081	13	9	of	of	ADP
fis-3081	13	10	concrete	concrete	ADJ
fis-3081	13	11	material	material	NOUN
fis-3081	13	12	plays	play	VERB
fis-3081	13	13	an	an	DET
fis-3081	13	14	important	important	ADJ
fis-3081	13	15	role	role	NOUN
fis-3081	13	16	in	in	ADP
fis-3081	13	17	absorbing	absorb	VERB
fis-3081	13	18	much	much	ADV
fis-3081	13	19	more	more	ADJ
fis-3081	13	20	energy	energy	NOUN
fis-3081	13	21	of	of	ADP
fis-3081	13	22	r.c	r.c	PROPN
fis-3081	13	23	structural	structural	ADJ
fis-3081	13	24	elements	element	NOUN
fis-3081	13	25	,	,	PUNCT
fis-3081	13	26	not	not	PART
fis-3081	13	27	only	only	ADV
fis-3081	13	28	under	under	ADP
fis-3081	13	29	static	static	ADJ
fis-3081	13	30	loads	load	NOUN
fis-3081	13	31	but	but	CCONJ
fis-3081	13	32	also	also	ADV
fis-3081	13	33	dynamic	dynamic	ADJ
fis-3081	13	34	loads	load	NOUN
fis-3081	13	35	such	such	ADJ
fis-3081	13	36	as	as	ADP
fis-3081	13	37	"	"	PUNCT
fis-3081	13	38	blast	blast	NOUN
fis-3081	13	39	"	"	PUNCT
fis-3081	13	40	.	.	PUNCT
fis-3081	14	1	ductility	ductility	NOUN
fis-3081	14	2	refers	refer	VERB
fis-3081	14	3	to	to	ADP
fis-3081	14	4	the	the	DET
fis-3081	14	5	ability	ability	NOUN
fis-3081	14	6	of	of	ADP
fis-3081	14	7	material	material	NOUN
fis-3081	14	8	to	to	PART
fis-3081	14	9	undergo	undergo	VERB
fis-3081	14	10	plastic	plastic	ADJ
fis-3081	14	11	deformation	deformation	NOUN
fis-3081	14	12	without	without	ADP
fis-3081	14	13	failure	failure	NOUN
fis-3081	14	14	.	.	PUNCT
fis-3081	15	1	on	on	ADP
fis-3081	15	2	the	the	DET
fis-3081	15	3	other	other	ADJ
fis-3081	15	4	hand	hand	NOUN
fis-3081	15	5	,	,	PUNCT
fis-3081	15	6	toughness	toughness	NOUN
fis-3081	15	7	refers	refer	VERB
fis-3081	15	8	to	to	ADP
fis-3081	15	9	the	the	DET
fis-3081	15	10	energy	energy	NOUN
fis-3081	15	11	required	require	VERB
fis-3081	15	12	to	to	PART
fis-3081	15	13	deform	deform	VERB
fis-3081	15	14	a	a	DET
fis-3081	15	15	material	material	NOUN
fis-3081	15	16	to	to	ADP
fis-3081	15	17	failure	failure	NOUN
fis-3081	15	18	.	.	PUNCT
fis-3081	16	1	tough	tough	ADJ
fis-3081	16	2	materials	material	NOUN
fis-3081	16	3	tend	tend	VERB
fis-3081	16	4	to	to	PART
fis-3081	16	5	have	have	VERB
fis-3081	16	6	both	both	CCONJ
fis-3081	16	7	high	high	ADJ
fis-3081	16	8	strength	strength	NOUN
fis-3081	16	9	and	and	CCONJ
fis-3081	16	10	significant	significant	ADJ
fis-3081	16	11	deformation	deformation	NOUN
fis-3081	16	12	before	before	ADP
fis-3081	16	13	failure	failure	NOUN
fis-3081	16	14	.	.	PUNCT
fis-3081	17	1	in	in	ADP
fis-3081	17	2	case	case	NOUN
fis-3081	17	3	of	of	ADP
fis-3081	17	4	a	a	DET
fis-3081	17	5	blast	blast	NOUN
fis-3081	17	6	pressure	pressure	NOUN
fis-3081	17	7	b	b	NOUN
fis-3081	17	8	https://youtu.be/pr08othgbbm	https://youtu.be/pr08othgbbm	PROPN
fis-3081	17	9	m.	m.	NOUN
fis-3081	17	10	t.	t.	PROPN
fis-3081	17	11	nawar	nawar	PROPN
fis-3081	17	12	et	et	PROPN
fis-3081	17	13	alii	alii	PROPN
fis-3081	17	14	,	,	PUNCT
fis-3081	17	15	frattura	frattura	PROPN
fis-3081	17	16	ed	ed	PROPN
fis-3081	17	17	integrità	integrità	PROPN
fis-3081	17	18	strutturale	strutturale	PROPN
fis-3081	17	19	,	,	PUNCT
fis-3081	17	20	57	57	NUM
fis-3081	17	21	(	(	PUNCT
fis-3081	17	22	2021	2021	NUM
fis-3081	17	23	)	)	PUNCT
fis-3081	17	24	259	259	NUM
fis-3081	17	25	-	-	SYM
fis-3081	17	26	280	280	NUM
fis-3081	17	27	;	;	PUNCT
fis-3081	17	28	doi	doi	NOUN
fis-3081	17	29	:	:	PUNCT
fis-3081	17	30	10.3221	10.3221	NUM
fis-3081	17	31	/	/	SYM
fis-3081	17	32	igf	igf	NOUN
fis-3081	17	33	-	-	ADJ
fis-3081	17	34	esis.57.19	esis.57.19	NOUN
fis-3081	17	35	260	260	NUM
fis-3081	17	36	resulting	result	VERB
fis-3081	17	37	from	from	ADP
fis-3081	17	38	an	an	DET
fis-3081	17	39	explosion	explosion	NOUN
fis-3081	17	40	,	,	PUNCT
fis-3081	17	41	the	the	DET
fis-3081	17	42	equation	equation	NOUN
fis-3081	17	43	of	of	ADP
fis-3081	17	44	motion	motion	NOUN
fis-3081	17	45	under	under	ADP
fis-3081	17	46	dynamic	dynamic	ADJ
fis-3081	17	47	loads	load	NOUN
fis-3081	17	48	can	can	AUX
fis-3081	17	49	be	be	AUX
fis-3081	17	50	generalized	generalize	VERB
fis-3081	17	51	as	as	SCONJ
fis-3081	17	52	shown	show	VERB
fis-3081	17	53	in	in	ADP
fis-3081	17	54	eqn	eqn	NOUN
fis-3081	17	55	.	.	PUNCT
fis-3081	18	1	1	1	X
fis-3081	18	2	.	.	PUNCT
fis-3081	19	1	the	the	DET
fis-3081	19	2	dynamic	dynamic	ADJ
fis-3081	19	3	response	response	NOUN
fis-3081	19	4	in	in	ADP
fis-3081	19	5	terms	term	NOUN
fis-3081	19	6	of	of	ADP
fis-3081	19	7	deflection	deflection	NOUN
fis-3081	19	8	y	y	PROPN
fis-3081	19	9	can	can	AUX
fis-3081	19	10	be	be	AUX
fis-3081	19	11	predicted	predict	VERB
fis-3081	19	12	by	by	ADP
fis-3081	19	13	various	various	ADJ
fis-3081	19	14	numerical	numerical	ADJ
fis-3081	19	15	procedures	procedure	NOUN
fis-3081	19	16	(	(	PUNCT
fis-3081	19	17	biggs	biggs	PROPN
fis-3081	19	18	1964	1964	NUM
fis-3081	19	19	)	)	PUNCT
fis-3081	20	1	[	[	X
fis-3081	20	2	2	2	NUM
fis-3081	20	3	]	]	PUNCT
fis-3081	20	4	.	.	PUNCT
fis-3081	21	1	f(t	f(t	NOUN
fis-3081	21	2	)	)	PUNCT
fis-3081	22	1	=	=	VERB
fis-3081	22	2	m	m	X
fis-3081	22	3	y''+r	y''+r	NUM
fis-3081	22	4	(	(	PUNCT
fis-3081	22	5	1	1	NUM
fis-3081	22	6	)	)	PUNCT
fis-3081	22	7	where	where	SCONJ
fis-3081	22	8	,	,	PUNCT
fis-3081	22	9	the	the	DET
fis-3081	22	10	mass	mass	NOUN
fis-3081	22	11	(	(	PUNCT
fis-3081	22	12	m	m	NOUN
fis-3081	22	13	)	)	PUNCT
fis-3081	22	14	,	,	PUNCT
fis-3081	22	15	the	the	DET
fis-3081	22	16	static	static	ADJ
fis-3081	22	17	resistance	resistance	NOUN
fis-3081	22	18	(	(	PUNCT
fis-3081	22	19	r	r	NOUN
fis-3081	22	20	)	)	PUNCT
fis-3081	22	21	,	,	PUNCT
fis-3081	22	22	and	and	CCONJ
fis-3081	22	23	the	the	DET
fis-3081	22	24	applied	apply	VERB
fis-3081	22	25	load	load	NOUN
fis-3081	22	26	function	function	NOUN
fis-3081	22	27	of	of	ADP
fis-3081	22	28	time	time	NOUN
fis-3081	22	29	(	(	PUNCT
fis-3081	22	30	f(t	f(t	PROPN
fis-3081	22	31	)	)	PUNCT
fis-3081	22	32	)	)	PUNCT
fis-3081	22	33	are	be	AUX
fis-3081	22	34	the	the	DET
fis-3081	22	35	parameters	parameter	NOUN
fis-3081	22	36	for	for	ADP
fis-3081	22	37	the	the	DET
fis-3081	22	38	equation	equation	NOUN
fis-3081	22	39	of	of	ADP
fis-3081	22	40	motion	motion	NOUN
fis-3081	22	41	.	.	PUNCT
fis-3081	23	1	therefore	therefore	ADV
fis-3081	23	2	,	,	PUNCT
fis-3081	23	3	the	the	DET
fis-3081	23	4	static	static	ADJ
fis-3081	23	5	resistance	resistance	NOUN
fis-3081	23	6	of	of	ADP
fis-3081	23	7	the	the	DET
fis-3081	23	8	structural	structural	ADJ
fis-3081	23	9	system	system	NOUN
fis-3081	23	10	has	have	VERB
fis-3081	23	11	a	a	DET
fis-3081	23	12	main	main	ADJ
fis-3081	23	13	role	role	NOUN
fis-3081	23	14	in	in	ADP
fis-3081	23	15	predicting	predict	VERB
fis-3081	23	16	the	the	DET
fis-3081	23	17	dynamic	dynamic	ADJ
fis-3081	23	18	response	response	NOUN
fis-3081	23	19	to	to	PART
fis-3081	23	20	blast	blast	NOUN
fis-3081	23	21	loads	load	NOUN
fis-3081	23	22	.	.	PUNCT
fis-3081	24	1	the	the	DET
fis-3081	24	2	challenge	challenge	NOUN
fis-3081	24	3	is	be	AUX
fis-3081	24	4	to	to	PART
fis-3081	24	5	expand	expand	VERB
fis-3081	24	6	the	the	DET
fis-3081	24	7	static	static	ADJ
fis-3081	24	8	response	response	NOUN
fis-3081	24	9	limit	limit	NOUN
fis-3081	24	10	and	and	CCONJ
fis-3081	24	11	increase	increase	VERB
fis-3081	24	12	the	the	DET
fis-3081	24	13	limits	limit	NOUN
fis-3081	24	14	of	of	ADP
fis-3081	24	15	ductility	ductility	NOUN
fis-3081	24	16	.	.	PUNCT
fis-3081	25	1	according	accord	VERB
fis-3081	25	2	to	to	ADP
fis-3081	25	3	magnusson	magnusson	PROPN
fis-3081	25	4	[	[	X
fis-3081	25	5	3	3	NUM
fis-3081	25	6	]	]	PUNCT
fis-3081	25	7	,	,	PUNCT
fis-3081	25	8	ductility	ductility	NOUN
fis-3081	25	9	and	and	CCONJ
fis-3081	25	10	structural	structural	ADJ
fis-3081	25	11	stiffness	stiffness	NOUN
fis-3081	25	12	have	have	VERB
fis-3081	25	13	a	a	DET
fis-3081	25	14	significant	significant	ADJ
fis-3081	25	15	impact	impact	NOUN
fis-3081	25	16	on	on	ADP
fis-3081	25	17	the	the	DET
fis-3081	25	18	failure	failure	NOUN
fis-3081	25	19	mode	mode	NOUN
fis-3081	25	20	of	of	ADP
fis-3081	25	21	r.c	r.c	PROPN
fis-3081	25	22	beams	beam	NOUN
fis-3081	25	23	under	under	ADP
fis-3081	25	24	blast	blast	NOUN
fis-3081	25	25	loading	loading	NOUN
fis-3081	25	26	.	.	PUNCT
fis-3081	26	1	that	that	PRON
fis-3081	26	2	is	be	AUX
fis-3081	26	3	,	,	PUNCT
fis-3081	26	4	when	when	SCONJ
fis-3081	26	5	r.c	r.c	PROPN
fis-3081	26	6	beams	beam	NOUN
fis-3081	26	7	with	with	ADP
fis-3081	26	8	various	various	ADJ
fis-3081	26	9	reinforcement	reinforcement	NOUN
fis-3081	26	10	ratios	ratio	NOUN
fis-3081	26	11	are	be	AUX
fis-3081	26	12	exposed	expose	VERB
fis-3081	26	13	to	to	ADP
fis-3081	26	14	blast	blast	NOUN
fis-3081	26	15	loads	load	NOUN
fis-3081	26	16	,	,	PUNCT
fis-3081	26	17	only	only	ADV
fis-3081	26	18	beams	beam	NOUN
fis-3081	26	19	with	with	ADP
fis-3081	26	20	the	the	DET
fis-3081	26	21	low	low	ADJ
fis-3081	26	22	reinforcement	reinforcement	NOUN
fis-3081	26	23	ratio	ratio	NOUN
fis-3081	26	24	fail	fail	VERB
fis-3081	26	25	in	in	ADP
fis-3081	26	26	flexure	flexure	NOUN
fis-3081	26	27	;	;	PUNCT
fis-3081	26	28	and	and	CCONJ
fis-3081	26	29	when	when	SCONJ
fis-3081	26	30	the	the	DET
fis-3081	26	31	reinforcement	reinforcement	NOUN
fis-3081	26	32	ratio	ratio	NOUN
fis-3081	26	33	increases	increase	NOUN
fis-3081	26	34	,	,	PUNCT
fis-3081	26	35	the	the	DET
fis-3081	26	36	failure	failure	NOUN
fis-3081	26	37	mode	mode	NOUN
fis-3081	26	38	changes	change	NOUN
fis-3081	26	39	into	into	ADP
fis-3081	26	40	a	a	DET
fis-3081	26	41	brittle	brittle	ADJ
fis-3081	26	42	shear	shear	NOUN
fis-3081	26	43	failure	failure	NOUN
fis-3081	26	44	.	.	PUNCT
fis-3081	27	1	therefore	therefore	ADV
fis-3081	27	2	,	,	PUNCT
fis-3081	27	3	the	the	DET
fis-3081	27	4	sudden	sudden	ADJ
fis-3081	27	5	shear	shear	NOUN
fis-3081	27	6	failures	failure	NOUN
fis-3081	27	7	can	can	AUX
fis-3081	27	8	be	be	AUX
fis-3081	27	9	avoided	avoid	VERB
fis-3081	27	10	by	by	ADP
fis-3081	27	11	designing	design	VERB
fis-3081	27	12	structural	structural	ADJ
fis-3081	27	13	components	component	NOUN
fis-3081	27	14	that	that	PRON
fis-3081	27	15	are	be	AUX
fis-3081	27	16	less	less	ADV
fis-3081	27	17	stiff	stiff	ADJ
fis-3081	27	18	and	and	CCONJ
fis-3081	27	19	,	,	PUNCT
fis-3081	27	20	hence	hence	ADV
fis-3081	27	21	,	,	PUNCT
fis-3081	27	22	more	more	ADJ
fis-3081	27	23	ductile	ductile	NOUN
fis-3081	27	24	.	.	PUNCT
fis-3081	28	1	several	several	ADJ
fis-3081	28	2	codes	code	NOUN
fis-3081	28	3	such	such	ADJ
fis-3081	28	4	as	as	ADP
fis-3081	28	5	ufc	ufc	NOUN
fis-3081	28	6	[	[	X
fis-3081	28	7	4	4	X
fis-3081	28	8	]	]	PUNCT
fis-3081	28	9	and	and	CCONJ
fis-3081	28	10	fkr	fkr	NOUN
fis-3081	29	1	[	[	X
fis-3081	29	2	5	5	NUM
fis-3081	29	3	]	]	PUNCT
fis-3081	29	4	indicate	indicate	VERB
fis-3081	29	5	that	that	SCONJ
fis-3081	29	6	the	the	DET
fis-3081	29	7	ratio	ratio	NOUN
fis-3081	29	8	of	of	ADP
fis-3081	29	9	longitudinal	longitudinal	ADJ
fis-3081	29	10	reinforcement	reinforcement	NOUN
fis-3081	29	11	and	and	CCONJ
fis-3081	29	12	the	the	DET
fis-3081	29	13	yield	yield	NOUN
fis-3081	29	14	strength	strength	NOUN
fis-3081	29	15	of	of	ADP
fis-3081	29	16	a	a	DET
fis-3081	29	17	structure	structure	NOUN
fis-3081	29	18	should	should	AUX
fis-3081	29	19	be	be	AUX
fis-3081	29	20	representative	representative	ADJ
fis-3081	29	21	of	of	ADP
fis-3081	29	22	its	its	PRON
fis-3081	29	23	capacity	capacity	NOUN
fis-3081	29	24	to	to	PART
fis-3081	29	25	withstand	withstand	VERB
fis-3081	29	26	a	a	DET
fis-3081	29	27	blast	blast	NOUN
fis-3081	29	28	load	load	NOUN
fis-3081	29	29	.	.	PUNCT
fis-3081	30	1	when	when	SCONJ
fis-3081	30	2	considering	consider	VERB
fis-3081	30	3	extreme	extreme	ADJ
fis-3081	30	4	dynamic	dynamic	ADJ
fis-3081	30	5	loads	load	NOUN
fis-3081	30	6	,	,	PUNCT
fis-3081	30	7	it	it	PRON
fis-3081	30	8	is	be	AUX
fis-3081	30	9	important	important	ADJ
fis-3081	30	10	to	to	PART
fis-3081	30	11	design	design	VERB
fis-3081	30	12	ductile	ductile	NOUN
fis-3081	30	13	elements	element	NOUN
fis-3081	30	14	that	that	PRON
fis-3081	30	15	can	can	AUX
fis-3081	30	16	withstand	withstand	VERB
fis-3081	30	17	significant	significant	ADJ
fis-3081	30	18	plastic	plastic	ADJ
fis-3081	30	19	deformations	deformation	NOUN
fis-3081	30	20	,	,	PUNCT
fis-3081	30	21	and	and	CCONJ
fis-3081	30	22	brittle	brittle	ADJ
fis-3081	30	23	modes	mode	NOUN
fis-3081	30	24	of	of	ADP
fis-3081	30	25	failure	failure	NOUN
fis-3081	30	26	must	must	AUX
fis-3081	30	27	be	be	AUX
fis-3081	30	28	avoided	avoid	VERB
fis-3081	30	29	[	[	PUNCT
fis-3081	30	30	4	4	NUM
fis-3081	30	31	]	]	PUNCT
fis-3081	30	32	.	.	PUNCT
fis-3081	31	1	fig	fig	NOUN
fis-3081	31	2	.	.	PUNCT
fis-3081	32	1	1	1	NUM
fis-3081	32	2	shows	show	VERB
fis-3081	32	3	the	the	DET
fis-3081	32	4	typical	typical	ADJ
fis-3081	32	5	behavior	behavior	NOUN
fis-3081	32	6	of	of	ADP
fis-3081	32	7	a	a	DET
fis-3081	32	8	brittle	brittle	ADJ
fis-3081	32	9	and	and	CCONJ
fis-3081	32	10	ductile	ductile	NOUN
fis-3081	32	11	failure	failure	NOUN
fis-3081	32	12	mode	mode	NOUN
fis-3081	32	13	.	.	PUNCT
fis-3081	33	1	figure	figure	NOUN
fis-3081	33	2	1	1	NUM
fis-3081	33	3	:	:	PUNCT
fis-3081	33	4	schematic	schematic	ADJ
fis-3081	33	5	illustration	illustration	NOUN
fis-3081	33	6	of	of	ADP
fis-3081	33	7	a	a	DET
fis-3081	33	8	brittle	brittle	ADJ
fis-3081	33	9	and	and	CCONJ
fis-3081	33	10	ductile	ductile	VERB
fis-3081	33	11	structural	structural	ADJ
fis-3081	33	12	response	response	NOUN
fis-3081	33	13	.	.	PUNCT
fis-3081	34	1	in	in	ADP
fis-3081	34	2	the	the	DET
fis-3081	34	3	ductile	ductile	NOUN
fis-3081	34	4	mode	mode	NOUN
fis-3081	34	5	of	of	ADP
fis-3081	34	6	response	response	NOUN
fis-3081	34	7	,	,	PUNCT
fis-3081	34	8	the	the	DET
fis-3081	34	9	element	element	NOUN
fis-3081	34	10	may	may	AUX
fis-3081	34	11	attain	attain	VERB
fis-3081	34	12	large	large	ADJ
fis-3081	34	13	inelastic	inelastic	ADJ
fis-3081	34	14	deflections	deflection	NOUN
fis-3081	34	15	without	without	ADP
fis-3081	34	16	complete	complete	ADJ
fis-3081	34	17	collapse	collapse	NOUN
fis-3081	34	18	in	in	ADP
fis-3081	34	19	general	general	ADJ
fis-3081	34	20	.	.	PUNCT
fis-3081	35	1	the	the	DET
fis-3081	35	2	present	present	ADJ
fis-3081	35	3	paper	paper	NOUN
fis-3081	35	4	focuses	focus	VERB
fis-3081	35	5	on	on	ADP
fis-3081	35	6	introducing	introduce	VERB
fis-3081	35	7	many	many	ADJ
fis-3081	35	8	ways	way	NOUN
fis-3081	35	9	to	to	PART
fis-3081	35	10	improve	improve	VERB
fis-3081	35	11	the	the	DET
fis-3081	35	12	structural	structural	ADJ
fis-3081	35	13	element	element	NOUN
fis-3081	35	14	’s	’s	PART
fis-3081	35	15	efficiency	efficiency	NOUN
fis-3081	35	16	and	and	CCONJ
fis-3081	35	17	energy	energy	NOUN
fis-3081	35	18	absorption	absorption	NOUN
fis-3081	35	19	against	against	ADP
fis-3081	35	20	blast	blast	NOUN
fis-3081	35	21	loads	load	NOUN
fis-3081	35	22	.	.	PUNCT
fis-3081	36	1	adding	add	VERB
fis-3081	36	2	a	a	DET
fis-3081	36	3	steel	steel	NOUN
fis-3081	36	4	plate	plate	NOUN
fis-3081	36	5	shear	shear	NOUN
fis-3081	36	6	wall	wall	NOUN
fis-3081	36	7	to	to	ADP
fis-3081	36	8	a	a	DET
fis-3081	36	9	dual	dual	ADJ
fis-3081	36	10	moment	moment	NOUN
fis-3081	36	11	-	-	PUNCT
fis-3081	36	12	resisting	resist	VERB
fis-3081	36	13	frame	frame	NOUN
fis-3081	36	14	system	system	NOUN
fis-3081	36	15	,	,	PUNCT
fis-3081	36	16	this	this	PRON
fis-3081	36	17	has	have	VERB
fis-3081	36	18	many	many	ADJ
fis-3081	36	19	advantages	advantage	NOUN
fis-3081	36	20	,	,	PUNCT
fis-3081	36	21	including	include	VERB
fis-3081	36	22	high	high	ADJ
fis-3081	36	23	energy	energy	NOUN
fis-3081	36	24	absorption	absorption	NOUN
fis-3081	36	25	and	and	CCONJ
fis-3081	36	26	suitable	suitable	ADJ
fis-3081	36	27	ductility	ductility	NOUN
fis-3081	36	28	against	against	ADP
fis-3081	36	29	blast	blast	NOUN
fis-3081	36	30	loadings	loading	NOUN
fis-3081	36	31	.	.	PUNCT
fis-3081	37	1	increasing	increase	VERB
fis-3081	37	2	stiffness	stiffness	NOUN
fis-3081	37	3	and	and	CCONJ
fis-3081	37	4	decreasing	decrease	VERB
fis-3081	37	5	displacement	displacement	NOUN
fis-3081	37	6	have	have	AUX
fis-3081	37	7	made	make	VERB
fis-3081	37	8	the	the	DET
fis-3081	37	9	steel	steel	NOUN
fis-3081	37	10	plate	plate	NOUN
fis-3081	37	11	shear	shear	PROPN
fis-3081	37	12	wall	wall	NOUN
fis-3081	37	13	a	a	DET
fis-3081	37	14	proper	proper	ADJ
fis-3081	37	15	system	system	NOUN
fis-3081	37	16	for	for	ADP
fis-3081	37	17	retrofitting	retrofit	VERB
fis-3081	37	18	existing	exist	VERB
fis-3081	37	19	structures	structure	NOUN
fis-3081	37	20	[	[	X
fis-3081	37	21	6	6	NUM
fis-3081	37	22	]	]	PUNCT
fis-3081	37	23	.	.	PUNCT
fis-3081	38	1	on	on	ADP
fis-3081	38	2	the	the	DET
fis-3081	38	3	other	other	ADJ
fis-3081	38	4	hand	hand	NOUN
fis-3081	38	5	,	,	PUNCT
fis-3081	38	6	for	for	ADP
fis-3081	38	7	r.c	r.c	PROPN
fis-3081	38	8	structures	structure	NOUN
fis-3081	38	9	at	at	ADP
fis-3081	38	10	the	the	DET
fis-3081	38	11	far	far	ADJ
fis-3081	38	12	design	design	NOUN
fis-3081	38	13	range	range	NOUN
fis-3081	38	14	,	,	PUNCT
fis-3081	38	15	the	the	DET
fis-3081	38	16	applied	apply	VERB
fis-3081	38	17	blast	blast	NOUN
fis-3081	38	18	load	load	NOUN
fis-3081	38	19	has	have	VERB
fis-3081	38	20	a	a	DET
fis-3081	38	21	fairly	fairly	ADV
fis-3081	38	22	uniform	uniform	ADJ
fis-3081	38	23	distribution	distribution	NOUN
fis-3081	38	24	,	,	PUNCT
fis-3081	38	25	the	the	DET
fis-3081	38	26	deflections	deflection	NOUN
fis-3081	38	27	needed	need	VERB
fis-3081	38	28	to	to	PART
fis-3081	38	29	absorb	absorb	VERB
fis-3081	38	30	the	the	DET
fis-3081	38	31	loading	loading	NOUN
fis-3081	38	32	are	be	AUX
fis-3081	38	33	comparatively	comparatively	ADV
fis-3081	38	34	small	small	ADJ
fis-3081	38	35	,	,	PUNCT
fis-3081	38	36	and	and	CCONJ
fis-3081	38	37	the	the	DET
fis-3081	38	38	single	single	ADJ
fis-3081	38	39	leg	leg	NOUN
fis-3081	38	40	stirrups	stirrup	NOUN
fis-3081	38	41	are	be	AUX
fis-3081	38	42	used	use	VERB
fis-3081	38	43	as	as	ADP
fis-3081	38	44	shear	shear	ADJ
fis-3081	38	45	reinforcement	reinforcement	NOUN
fis-3081	38	46	in	in	ADP
fis-3081	38	47	slabs	slab	NOUN
fis-3081	38	48	and	and	CCONJ
fis-3081	38	49	walls	wall	NOUN
fis-3081	38	50	.	.	PUNCT
fis-3081	39	1	this	this	DET
fis-3081	39	2	form	form	NOUN
fis-3081	39	3	of	of	ADP
fis-3081	39	4	reinforcement	reinforcement	NOUN
fis-3081	39	5	will	will	AUX
fis-3081	39	6	provide	provide	VERB
fis-3081	39	7	shear	shear	NOUN
fis-3081	39	8	resistance	resistance	NOUN
fis-3081	39	9	[	[	X
fis-3081	39	10	4	4	NUM
fis-3081	39	11	]	]	PUNCT
fis-3081	39	12	.	.	PUNCT
fis-3081	40	1	for	for	ADP
fis-3081	40	2	the	the	DET
fis-3081	40	3	close	close	VERB
fis-3081	40	4	-	-	PUNCT
fis-3081	40	5	in	in	ADP
fis-3081	40	6	design	design	NOUN
fis-3081	40	7	range	range	NOUN
fis-3081	40	8	,	,	PUNCT
fis-3081	40	9	the	the	DET
fis-3081	40	10	applied	apply	VERB
fis-3081	40	11	blast	blast	NOUN
fis-3081	40	12	load	load	NOUN
fis-3081	40	13	has	have	VERB
fis-3081	40	14	a	a	DET
fis-3081	40	15	non	non	ADJ
fis-3081	40	16	-	-	ADJ
fis-3081	40	17	uniform	uniform	ADJ
fis-3081	40	18	distribution	distribution	NOUN
fis-3081	40	19	,	,	PUNCT
fis-3081	40	20	with	with	ADP
fis-3081	40	21	high	high	ADJ
fis-3081	40	22	strength	strength	NOUN
fis-3081	40	23	and	and	CCONJ
fis-3081	40	24	extremely	extremely	ADV
fis-3081	40	25	high	high	ADJ
fis-3081	40	26	-	-	PUNCT
fis-3081	40	27	pressure	pressure	NOUN
fis-3081	40	28	concentrations	concentration	NOUN
fis-3081	40	29	.	.	PUNCT
fis-3081	41	1	this	this	PRON
fis-3081	41	2	,	,	PUNCT
fis-3081	41	3	in	in	ADP
fis-3081	41	4	turn	turn	NOUN
fis-3081	41	5	,	,	PUNCT
fis-3081	41	6	can	can	AUX
fis-3081	41	7	produce	produce	VERB
fis-3081	41	8	a	a	DET
fis-3081	41	9	local	local	ADJ
fis-3081	41	10	punching	punching	NOUN
fis-3081	41	11	failure	failure	NOUN
fis-3081	41	12	of	of	ADP
fis-3081	41	13	an	an	DET
fis-3081	41	14	element	element	NOUN
fis-3081	41	15	.	.	PUNCT
fis-3081	42	1	the	the	DET
fis-3081	42	2	use	use	NOUN
fis-3081	42	3	of	of	ADP
fis-3081	42	4	lacing	lacing	NOUN
fis-3081	42	5	reinforcement	reinforcement	NOUN
fis-3081	42	6	improves	improve	VERB
fis-3081	42	7	the	the	DET
fis-3081	42	8	ductility	ductility	NOUN
fis-3081	42	9	of	of	ADP
fis-3081	42	10	the	the	DET
fis-3081	42	11	structural	structural	ADJ
fis-3081	42	12	element	element	NOUN
fis-3081	42	13	significantly	significantly	ADV
fis-3081	42	14	,	,	PUNCT
fis-3081	42	15	protecting	protect	VERB
fis-3081	42	16	the	the	DET
fis-3081	42	17	concrete	concrete	NOUN
fis-3081	42	18	between	between	ADP
fis-3081	42	19	the	the	DET
fis-3081	42	20	two	two	NUM
fis-3081	42	21	layers	layer	NOUN
fis-3081	42	22	of	of	ADP
fis-3081	42	23	flexural	flexural	ADJ
fis-3081	42	24	reinforcement	reinforcement	NOUN
fis-3081	42	25	and	and	CCONJ
fis-3081	42	26	maintaining	maintain	VERB
fis-3081	42	27	it	it	PRON
fis-3081	42	28	despite	despite	SCONJ
fis-3081	42	29	the	the	DET
fis-3081	42	30	massive	massive	ADJ
fis-3081	42	31	cracking	cracking	NOUN
fis-3081	42	32	.	.	PUNCT
fis-3081	43	1	moreover	moreover	ADV
fis-3081	43	2	,	,	PUNCT
fis-3081	43	3	it	it	PRON
fis-3081	43	4	prevents	prevent	VERB
fis-3081	43	5	the	the	DET
fis-3081	43	6	local	local	ADJ
fis-3081	43	7	shear	shear	NOUN
fis-3081	43	8	failure	failure	NOUN
fis-3081	43	9	caused	cause	VERB
fis-3081	43	10	by	by	ADP
fis-3081	43	11	the	the	DET
fis-3081	43	12	high	high	ADJ
fis-3081	43	13	intensity	intensity	NOUN
fis-3081	43	14	of	of	ADP
fis-3081	43	15	the	the	DET
fis-3081	43	16	blast	blast	NOUN
fis-3081	43	17	pressures	pressure	NOUN
fis-3081	43	18	[	[	X
fis-3081	43	19	4	4	NUM
fis-3081	43	20	]	]	PUNCT
fis-3081	43	21	.	.	PUNCT
fis-3081	44	1	ductile	ductile	VERB
fis-3081	44	2	structural	structural	ADJ
fis-3081	44	3	elements	element	NOUN
fis-3081	44	4	and	and	CCONJ
fis-3081	44	5	proper	proper	ADJ
fis-3081	44	6	shear	shear	NOUN
fis-3081	44	7	capacities	capacity	NOUN
fis-3081	44	8	that	that	PRON
fis-3081	44	9	prevent	prevent	VERB
fis-3081	44	10	shear	shear	NOUN
fis-3081	44	11	failure	failure	NOUN
fis-3081	44	12	before	before	ADP
fis-3081	44	13	flexural	flexural	ADJ
fis-3081	44	14	failure	failure	NOUN
fis-3081	44	15	are	be	AUX
fis-3081	44	16	the	the	DET
fis-3081	44	17	most	most	ADV
fis-3081	44	18	efficient	efficient	ADJ
fis-3081	44	19	ways	way	NOUN
fis-3081	44	20	to	to	PART
fis-3081	44	21	avoid	avoid	VERB
fis-3081	44	22	progressive	progressive	ADJ
fis-3081	44	23	collapse	collapse	NOUN
fis-3081	44	24	due	due	ADP
fis-3081	44	25	to	to	ADP
fis-3081	44	26	the	the	DET
fis-3081	44	27	development	development	NOUN
fis-3081	44	28	of	of	ADP
fis-3081	44	29	blast	blast	NOUN
fis-3081	44	30	loads	load	NOUN
fis-3081	44	31	.	.	PUNCT
fis-3081	45	1	so	so	ADV
fis-3081	45	2	,	,	PUNCT
fis-3081	45	3	it	it	PRON
fis-3081	45	4	is	be	AUX
fis-3081	45	5	an	an	DET
fis-3081	45	6	issue	issue	NOUN
fis-3081	45	7	of	of	ADP
fis-3081	45	8	high	high	ADJ
fis-3081	45	9	priority	priority	NOUN
fis-3081	45	10	to	to	PART
fis-3081	45	11	enhance	enhance	VERB
fis-3081	45	12	the	the	DET
fis-3081	45	13	ductility	ductility	NOUN
fis-3081	45	14	and	and	CCONJ
fis-3081	45	15	flexural	flexural	ADJ
fis-3081	45	16	toughness	toughness	NOUN
fis-3081	45	17	of	of	ADP
fis-3081	45	18	concrete	concrete	ADJ
fis-3081	45	19	material	material	NOUN
fis-3081	45	20	for	for	ADP
fis-3081	45	21	r.c	r.c	PROPN
fis-3081	45	22	structural	structural	ADJ
fis-3081	45	23	elements	element	NOUN
fis-3081	45	24	by	by	ADP
fis-3081	45	25	developing	develop	VERB
fis-3081	45	26	material	material	NOUN
fis-3081	45	27	technologies	technology	NOUN
fis-3081	45	28	that	that	PRON
fis-3081	45	29	can	can	AUX
fis-3081	45	30	meet	meet	VERB
fis-3081	45	31	the	the	DET
fis-3081	45	32	highest	high	ADJ
fis-3081	45	33	levels	level	NOUN
fis-3081	45	34	of	of	ADP
fis-3081	45	35	the	the	DET
fis-3081	45	36	structural	structural	ADJ
fis-3081	45	37	performance	performance	NOUN
fis-3081	45	38	requirements	requirement	NOUN
fis-3081	45	39	.	.	PUNCT
fis-3081	46	1	micro	micro	NOUN
fis-3081	46	2	and	and	CCONJ
fis-3081	46	3	nano	nano	NOUN
fis-3081	46	4	silica	silica	NOUN
fis-3081	46	5	have	have	AUX
fis-3081	46	6	remained	remain	VERB
fis-3081	46	7	the	the	DET
fis-3081	46	8	most	most	ADV
fis-3081	46	9	valuable	valuable	ADJ
fis-3081	46	10	and	and	CCONJ
fis-3081	46	11	commonly	commonly	ADV
fis-3081	46	12	used	use	VERB
fis-3081	46	13	mineral	mineral	NOUN
fis-3081	46	14	admixture	admixture	NOUN
fis-3081	46	15	of	of	ADP
fis-3081	46	16	pozzolanic	pozzolanic	ADJ
fis-3081	46	17	materials	material	NOUN
fis-3081	46	18	in	in	ADP
fis-3081	46	19	the	the	DET
fis-3081	46	20	concrete	concrete	ADJ
fis-3081	46	21	and	and	CCONJ
fis-3081	46	22	cement	cement	NOUN
fis-3081	46	23	technology	technology	NOUN
fis-3081	47	1	[	[	X
fis-3081	47	2	7	7	NUM
fis-3081	47	3	-	-	SYM
fis-3081	47	4	9	9	NUM
fis-3081	47	5	]	]	PUNCT
fis-3081	47	6	.	.	PUNCT
fis-3081	48	1	on	on	ADP
fis-3081	48	2	the	the	DET
fis-3081	48	3	other	other	ADJ
fis-3081	48	4	hand	hand	NOUN
fis-3081	48	5	,	,	PUNCT
fis-3081	48	6	addition	addition	NOUN
fis-3081	48	7	of	of	ADP
fis-3081	48	8	steel	steel	NOUN
fis-3081	48	9	fibers	fiber	NOUN
fis-3081	48	10	with	with	ADP
fis-3081	48	11	supplementing	supplement	VERB
fis-3081	48	12	cementitious	cementitious	ADJ
fis-3081	48	13	materials	material	NOUN
fis-3081	48	14	(	(	PUNCT
fis-3081	48	15	scms	scms	PROPN
fis-3081	48	16	)	)	PUNCT
fis-3081	48	17	improves	improve	VERB
fis-3081	48	18	the	the	DET
fis-3081	48	19	flexural	flexural	ADJ
fis-3081	48	20	toughness	toughness	NOUN
fis-3081	48	21	of	of	ADP
fis-3081	48	22	concrete	concrete	ADJ
fis-3081	49	1	[	[	X
fis-3081	49	2	10	10	NUM
fis-3081	49	3	-	-	SYM
fis-3081	49	4	15	15	NUM
fis-3081	49	5	]	]	PUNCT
fis-3081	49	6	.	.	PUNCT
fis-3081	50	1	m.	m.	PROPN
fis-3081	50	2	t.	t.	PROPN
fis-3081	50	3	nawar	nawar	PROPN
fis-3081	50	4	et	et	PROPN
fis-3081	50	5	alii	alii	PROPN
fis-3081	50	6	,	,	PUNCT
fis-3081	50	7	frattura	frattura	PROPN
fis-3081	50	8	ed	ed	PROPN
fis-3081	50	9	integrità	integrità	PROPN
fis-3081	50	10	strutturale	strutturale	PROPN
fis-3081	50	11	,	,	PUNCT
fis-3081	50	12	57	57	NUM
fis-3081	50	13	(	(	PUNCT
fis-3081	50	14	2021	2021	NUM
fis-3081	50	15	)	)	PUNCT
fis-3081	50	16	259	259	NUM
fis-3081	50	17	-	-	SYM
fis-3081	50	18	280	280	NUM
fis-3081	50	19	;	;	PUNCT
fis-3081	50	20	doi	doi	NOUN
fis-3081	50	21	:	:	PUNCT
fis-3081	50	22	10.3221	10.3221	NUM
fis-3081	50	23	/	/	SYM
fis-3081	50	24	igf	igf	NOUN
fis-3081	50	25	-	-	PUNCT
fis-3081	50	26	esis.57.19	esis.57.19	NOUN
fis-3081	50	27	261	261	NUM
fis-3081	50	28	based	base	VERB
fis-3081	50	29	on	on	ADP
fis-3081	50	30	previous	previous	ADJ
fis-3081	50	31	experimental	experimental	ADJ
fis-3081	50	32	work	work	NOUN
fis-3081	50	33	investigated	investigate	VERB
fis-3081	50	34	by	by	ADP
fis-3081	50	35	authors	author	NOUN
fis-3081	50	36	[	[	X
fis-3081	50	37	16	16	NUM
fis-3081	50	38	]	]	PUNCT
fis-3081	50	39	to	to	PART
fis-3081	50	40	study	study	VERB
fis-3081	50	41	the	the	DET
fis-3081	50	42	effect	effect	NOUN
fis-3081	50	43	of	of	ADP
fis-3081	50	44	using	use	VERB
fis-3081	50	45	micro	micro	ADJ
fis-3081	50	46	/	/	SYM
fis-3081	50	47	nano	nano	NOUN
fis-3081	50	48	silica	silica	NOUN
fis-3081	50	49	in	in	ADP
fis-3081	50	50	the	the	DET
fis-3081	50	51	presence	presence	NOUN
fis-3081	50	52	of	of	ADP
fis-3081	50	53	steel	steel	NOUN
fis-3081	50	54	fibers	fiber	NOUN
fis-3081	50	55	with	with	ADP
fis-3081	50	56	different	different	ADJ
fis-3081	50	57	volumetric	volumetric	NOUN
fis-3081	50	58	fractions	fraction	NOUN
fis-3081	50	59	(	(	PUNCT
fis-3081	50	60	0	0	NUM
fis-3081	50	61	%	%	NOUN
fis-3081	50	62	,	,	PUNCT
fis-3081	50	63	1	1	NUM
fis-3081	50	64	%	%	NOUN
fis-3081	50	65	,	,	PUNCT
fis-3081	50	66	2	2	NUM
fis-3081	50	67	%	%	NOUN
fis-3081	50	68	)	)	PUNCT
fis-3081	50	69	on	on	ADP
fis-3081	50	70	the	the	DET
fis-3081	50	71	enhancement	enhancement	NOUN
fis-3081	50	72	of	of	ADP
fis-3081	50	73	the	the	DET
fis-3081	50	74	static	static	ADJ
fis-3081	50	75	response	response	NOUN
fis-3081	50	76	of	of	ADP
fis-3081	50	77	r.c	r.c	PROPN
fis-3081	50	78	beams	beam	NOUN
fis-3081	50	79	.	.	PUNCT
fis-3081	51	1	the	the	DET
fis-3081	51	2	results	result	NOUN
fis-3081	51	3	showed	show	VERB
fis-3081	51	4	that	that	SCONJ
fis-3081	51	5	replacing	replace	VERB
fis-3081	51	6	cement	cement	NOUN
fis-3081	51	7	with	with	ADP
fis-3081	51	8	1	1	NUM
fis-3081	51	9	%	%	NOUN
fis-3081	51	10	ns	ns	NUM
fis-3081	51	11	and	and	CCONJ
fis-3081	51	12	10	10	NUM
fis-3081	51	13	%	%	NOUN
fis-3081	51	14	ms	ms	NOUN
fis-3081	51	15	provides	provide	VERB
fis-3081	51	16	the	the	DET
fis-3081	51	17	optimum	optimum	ADJ
fis-3081	51	18	mixture	mixture	NOUN
fis-3081	51	19	,	,	PUNCT
fis-3081	51	20	which	which	PRON
fis-3081	51	21	improves	improve	VERB
fis-3081	51	22	the	the	DET
fis-3081	51	23	mechanical	mechanical	ADJ
fis-3081	51	24	properties	property	NOUN
fis-3081	51	25	and	and	CCONJ
fis-3081	51	26	response	response	NOUN
fis-3081	51	27	of	of	ADP
fis-3081	51	28	r.c	r.c	PROPN
fis-3081	51	29	beams	beam	NOUN
fis-3081	51	30	under	under	ADP
fis-3081	51	31	static	static	ADJ
fis-3081	51	32	loads	load	NOUN
fis-3081	51	33	significantly	significantly	ADV
fis-3081	52	1	[	[	X
fis-3081	52	2	16	16	NUM
fis-3081	52	3	]	]	PUNCT
fis-3081	52	4	.	.	PUNCT
fis-3081	53	1	furthermore	furthermore	ADV
fis-3081	53	2	,	,	PUNCT
fis-3081	53	3	addition	addition	NOUN
fis-3081	53	4	of	of	ADP
fis-3081	53	5	steel	steel	NOUN
fis-3081	53	6	fibers	fiber	NOUN
fis-3081	53	7	with	with	ADP
fis-3081	53	8	different	different	ADJ
fis-3081	53	9	volume	volume	NOUN
fis-3081	53	10	fractions	fraction	NOUN
fis-3081	53	11	has	have	VERB
fis-3081	53	12	a	a	DET
fis-3081	53	13	major	major	ADJ
fis-3081	53	14	influence	influence	NOUN
fis-3081	53	15	on	on	ADP
fis-3081	53	16	the	the	DET
fis-3081	53	17	flexural	flexural	ADJ
fis-3081	53	18	toughness	toughness	NOUN
fis-3081	53	19	of	of	ADP
fis-3081	53	20	concrete	concrete	ADJ
fis-3081	53	21	mixes	mix	NOUN
fis-3081	53	22	.	.	PUNCT
fis-3081	54	1	the	the	DET
fis-3081	54	2	main	main	ADJ
fis-3081	54	3	objective	objective	NOUN
fis-3081	54	4	of	of	ADP
fis-3081	54	5	this	this	DET
fis-3081	54	6	research	research	NOUN
fis-3081	54	7	is	be	AUX
fis-3081	54	8	to	to	PART
fis-3081	54	9	enhance	enhance	VERB
fis-3081	54	10	the	the	DET
fis-3081	54	11	blast	blast	NOUN
fis-3081	54	12	resistance	resistance	NOUN
fis-3081	54	13	of	of	ADP
fis-3081	54	14	r.c	r.c	PROPN
fis-3081	54	15	structural	structural	ADJ
fis-3081	54	16	element	element	NOUN
fis-3081	54	17	under	under	ADP
fis-3081	54	18	blast	blast	NOUN
fis-3081	54	19	loading	loading	NOUN
fis-3081	54	20	,	,	PUNCT
fis-3081	54	21	depending	depend	VERB
fis-3081	54	22	upon	upon	SCONJ
fis-3081	54	23	the	the	DET
fis-3081	54	24	mechanical	mechanical	ADJ
fis-3081	54	25	properties	property	NOUN
fis-3081	54	26	of	of	ADP
fis-3081	54	27	the	the	DET
fis-3081	54	28	concrete	concrete	ADJ
fis-3081	54	29	material	material	NOUN
fis-3081	54	30	constructed	construct	VERB
fis-3081	54	31	from	from	ADP
fis-3081	54	32	1	1	NUM
fis-3081	54	33	%	%	NOUN
fis-3081	54	34	ns	ns	NUM
fis-3081	54	35	and	and	CCONJ
fis-3081	54	36	10	10	NUM
fis-3081	54	37	%	%	NOUN
fis-3081	54	38	ms	ms	NOUN
fis-3081	54	39	in	in	ADP
fis-3081	54	40	the	the	DET
fis-3081	54	41	presence	presence	NOUN
fis-3081	54	42	of	of	ADP
fis-3081	54	43	steel	steel	NOUN
fis-3081	54	44	fibers	fiber	NOUN
fis-3081	54	45	with	with	ADP
fis-3081	54	46	different	different	ADJ
fis-3081	54	47	volume	volume	NOUN
fis-3081	54	48	fractions	fraction	NOUN
fis-3081	54	49	.	.	PUNCT
fis-3081	55	1	furthermore	furthermore	ADV
fis-3081	55	2	,	,	PUNCT
fis-3081	55	3	an	an	DET
fis-3081	55	4	extensive	extensive	ADJ
fis-3081	55	5	parametric	parametric	ADJ
fis-3081	55	6	study	study	NOUN
fis-3081	55	7	will	will	AUX
fis-3081	55	8	be	be	AUX
fis-3081	55	9	conducted	conduct	VERB
fis-3081	55	10	to	to	PART
fis-3081	55	11	investigate	investigate	VERB
fis-3081	55	12	the	the	DET
fis-3081	55	13	effect	effect	NOUN
fis-3081	55	14	of	of	ADP
fis-3081	55	15	enhanced	enhanced	ADJ
fis-3081	55	16	concrete	concrete	ADJ
fis-3081	55	17	materials	material	NOUN
fis-3081	55	18	with	with	ADP
fis-3081	55	19	different	different	ADJ
fis-3081	55	20	steel	steel	NOUN
fis-3081	55	21	reinforcement	reinforcement	NOUN
fis-3081	55	22	ratios	ratio	NOUN
fis-3081	55	23	𝝁	𝝁	X
fis-3081	55	24	(	(	PUNCT
fis-3081	55	25	0.5	0.5	NUM
fis-3081	55	26	%	%	NOUN
fis-3081	55	27	,	,	PUNCT
fis-3081	55	28	0.78	0.78	NUM
fis-3081	55	29	%	%	NOUN
fis-3081	55	30	,	,	PUNCT
fis-3081	55	31	and	and	CCONJ
fis-3081	55	32	1.13	1.13	NUM
fis-3081	55	33	%	%	NOUN
fis-3081	55	34	)	)	PUNCT
fis-3081	55	35	on	on	ADP
fis-3081	55	36	the	the	DET
fis-3081	55	37	flexural	flexural	ADJ
fis-3081	55	38	toughness	toughness	NOUN
fis-3081	55	39	behavior	behavior	NOUN
fis-3081	55	40	of	of	ADP
fis-3081	55	41	r.c	r.c	PROPN
fis-3081	55	42	element	element	NOUN
fis-3081	55	43	under	under	ADP
fis-3081	55	44	blast	blast	NOUN
fis-3081	55	45	loading	loading	NOUN
fis-3081	55	46	.	.	PUNCT
fis-3081	56	1	blast	blast	NOUN
fis-3081	56	2	loading	loading	NOUN
fis-3081	56	3	n	n	PRON
fis-3081	56	4	explosion	explosion	NOUN
fis-3081	56	5	is	be	AUX
fis-3081	56	6	described	describe	VERB
fis-3081	56	7	as	as	ADP
fis-3081	56	8	a	a	DET
fis-3081	56	9	large	large	ADJ
fis-3081	56	10	-	-	PUNCT
fis-3081	56	11	scale	scale	NOUN
fis-3081	56	12	release	release	NOUN
fis-3081	56	13	of	of	ADP
fis-3081	56	14	energy	energy	NOUN
fis-3081	56	15	in	in	ADP
fis-3081	56	16	a	a	DET
fis-3081	56	17	short	short	ADJ
fis-3081	56	18	period	period	NOUN
fis-3081	56	19	of	of	ADP
fis-3081	56	20	time	time	NOUN
fis-3081	56	21	caused	cause	VERB
fis-3081	56	22	by	by	ADP
fis-3081	56	23	chemical	chemical	ADJ
fis-3081	56	24	reactions	reaction	NOUN
fis-3081	56	25	.	.	PUNCT
fis-3081	57	1	this	this	DET
fis-3081	57	2	rapid	rapid	ADJ
fis-3081	57	3	release	release	NOUN
fis-3081	57	4	of	of	ADP
fis-3081	57	5	energy	energy	NOUN
fis-3081	57	6	raises	raise	VERB
fis-3081	57	7	the	the	DET
fis-3081	57	8	temperature	temperature	NOUN
fis-3081	57	9	and	and	CCONJ
fis-3081	57	10	pressure	pressure	NOUN
fis-3081	57	11	of	of	ADP
fis-3081	57	12	the	the	DET
fis-3081	57	13	surrounding	surround	VERB
fis-3081	57	14	air	air	NOUN
fis-3081	57	15	.	.	PUNCT
fis-3081	58	1	the	the	DET
fis-3081	58	2	distance	distance	NOUN
fis-3081	58	3	available	available	ADJ
fis-3081	58	4	between	between	ADP
fis-3081	58	5	the	the	DET
fis-3081	58	6	blast	blast	NOUN
fis-3081	58	7	source	source	NOUN
fis-3081	58	8	and	and	CCONJ
fis-3081	58	9	the	the	DET
fis-3081	58	10	target	target	NOUN
fis-3081	58	11	is	be	AUX
fis-3081	58	12	called	call	VERB
fis-3081	58	13	"	"	PUNCT
fis-3081	58	14	stand	stand	VERB
fis-3081	58	15	-	-	PUNCT
fis-3081	58	16	off	off	ADP
fis-3081	58	17	distance	distance	NOUN
fis-3081	58	18	"	"	PUNCT
fis-3081	58	19	.	.	PUNCT
fis-3081	59	1	since	since	SCONJ
fis-3081	59	2	all	all	DET
fis-3081	59	3	blast	blast	NOUN
fis-3081	59	4	parameters	parameter	NOUN
fis-3081	59	5	are	be	AUX
fis-3081	59	6	dependent	dependent	ADJ
fis-3081	59	7	on	on	ADP
fis-3081	59	8	the	the	DET
fis-3081	59	9	amount	amount	NOUN
fis-3081	59	10	of	of	ADP
fis-3081	59	11	energy	energy	NOUN
fis-3081	59	12	emitted	emit	VERB
fis-3081	59	13	by	by	ADP
fis-3081	59	14	the	the	DET
fis-3081	59	15	explosion	explosion	NOUN
fis-3081	59	16	and	and	CCONJ
fis-3081	59	17	the	the	DET
fis-3081	59	18	distance	distance	NOUN
fis-3081	59	19	available	available	ADJ
fis-3081	59	20	to	to	ADP
fis-3081	59	21	a	a	DET
fis-3081	59	22	specific	specific	ADJ
fis-3081	59	23	target	target	NOUN
fis-3081	59	24	from	from	ADP
fis-3081	59	25	the	the	DET
fis-3081	59	26	explosion	explosion	NOUN
fis-3081	59	27	's	's	PART
fis-3081	59	28	source	source	NOUN
fis-3081	59	29	,	,	PUNCT
fis-3081	59	30	a	a	DET
fis-3081	59	31	scaled	scale	VERB
fis-3081	59	32	distance	distance	NOUN
fis-3081	59	33	in	in	ADP
fis-3081	59	34	evaluates	evaluate	NOUN
fis-3081	59	35	of	of	ADP
fis-3081	59	36	explosion	explosion	NOUN
fis-3081	59	37	effects	effect	NOUN
fis-3081	59	38	[	[	X
fis-3081	59	39	4	4	NUM
fis-3081	59	40	]	]	PUNCT
fis-3081	59	41	.	.	PUNCT
fis-3081	60	1	this	this	PRON
fis-3081	60	2	is	be	AUX
fis-3081	60	3	illustrated	illustrate	VERB
fis-3081	60	4	in	in	ADP
fis-3081	60	5	cube	cube	NOUN
fis-3081	60	6	root	root	NOUN
fis-3081	60	7	scaling	scaling	NOUN
fis-3081	60	8	:	:	PUNCT
fis-3081	60	9	z=	z=	VERB
fis-3081	61	1			NOUN
fis-3081	61	2			PROPN
fis-3081	61	3			PROPN
fis-3081	61	4			PROPN
fis-3081	62	1			ADJ
fis-3081	62	2			NOUN
fis-3081	62	3	1	1	NUM
fis-3081	62	4	3	3	NUM
fis-3081	62	5	r	r	NOUN
fis-3081	62	6	w	w	NOUN
fis-3081	62	7	(	(	PUNCT
fis-3081	62	8	2	2	NUM
fis-3081	62	9	)	)	PUNCT
fis-3081	62	10	where	where	SCONJ
fis-3081	62	11	z	z	NOUN
fis-3081	62	12	is	be	AUX
fis-3081	62	13	the	the	DET
fis-3081	62	14	scaled	scale	VERB
fis-3081	62	15	distance	distance	NOUN
fis-3081	62	16	,	,	PUNCT
fis-3081	62	17	r	r	NOUN
fis-3081	62	18	is	be	AUX
fis-3081	62	19	the	the	DET
fis-3081	62	20	range	range	NOUN
fis-3081	62	21	from	from	ADP
fis-3081	62	22	the	the	DET
fis-3081	62	23	center	center	NOUN
fis-3081	62	24	of	of	ADP
fis-3081	62	25	the	the	DET
fis-3081	62	26	charge	charge	NOUN
fis-3081	62	27	(	(	PUNCT
fis-3081	62	28	stand	stand	VERB
fis-3081	62	29	-	-	PUNCT
fis-3081	62	30	off	off	ADP
fis-3081	62	31	distance	distance	NOUN
fis-3081	62	32	)	)	PUNCT
fis-3081	62	33	,	,	PUNCT
fis-3081	62	34	w	w	PROPN
fis-3081	62	35	is	be	AUX
fis-3081	62	36	the	the	DET
fis-3081	62	37	mass	mass	NOUN
fis-3081	62	38	of	of	ADP
fis-3081	62	39	the	the	DET
fis-3081	62	40	spherical	spherical	ADJ
fis-3081	62	41	tnt	tnt	PROPN
fis-3081	62	42	charge	charge	NOUN
fis-3081	62	43	equivalent	equivalent	ADJ
fis-3081	62	44	.	.	PUNCT
fis-3081	63	1	figure	figure	NOUN
fis-3081	63	2	2	2	NUM
fis-3081	63	3	:	:	PUNCT
fis-3081	63	4	overpressuretime	overpressuretime	NOUN
fis-3081	63	5	profile	profile	NOUN
fis-3081	63	6	.	.	PUNCT
fis-3081	64	1	pressure	pressure	NOUN
fis-3081	64	2	variation	variation	NOUN
fis-3081	64	3	at	at	ADP
fis-3081	64	4	a	a	DET
fis-3081	64	5	particular	particular	ADJ
fis-3081	64	6	point	point	NOUN
fis-3081	64	7	after	after	SCONJ
fis-3081	64	8	the	the	DET
fis-3081	64	9	explosion	explosion	NOUN
fis-3081	64	10	with	with	ADP
fis-3081	64	11	time	time	NOUN
fis-3081	64	12	is	be	AUX
fis-3081	64	13	described	describe	VERB
fis-3081	64	14	in	in	ADP
fis-3081	64	15	the	the	DET
fis-3081	64	16	overpressure	overpressure	NOUN
fis-3081	64	17	time	time	NOUN
fis-3081	64	18	profile	profile	NOUN
fis-3081	64	19	as	as	SCONJ
fis-3081	64	20	shown	show	VERB
fis-3081	64	21	in	in	ADP
fis-3081	64	22	fig	fig	NOUN
fis-3081	64	23	.	.	PUNCT
fis-3081	65	1	2	2	X
fis-3081	65	2	.	.	X
fis-3081	65	3	it	it	PRON
fis-3081	65	4	consists	consist	VERB
fis-3081	65	5	of	of	ADP
fis-3081	65	6	a	a	DET
fis-3081	65	7	positive	positive	ADJ
fis-3081	65	8	phase	phase	NOUN
fis-3081	65	9	followed	follow	VERB
fis-3081	65	10	by	by	ADP
fis-3081	65	11	a	a	DET
fis-3081	65	12	negative	negative	ADJ
fis-3081	65	13	phase	phase	NOUN
fis-3081	65	14	with	with	ADP
fis-3081	65	15	different	different	ADJ
fis-3081	65	16	time	time	NOUN
fis-3081	65	17	durations	duration	NOUN
fis-3081	65	18	[	[	X
fis-3081	65	19	4	4	NUM
fis-3081	65	20	]	]	PUNCT
fis-3081	65	21	.	.	PUNCT
fis-3081	66	1	the	the	DET
fis-3081	66	2	area	area	NOUN
fis-3081	66	3	under	under	ADP
fis-3081	66	4	the	the	DET
fis-3081	66	5	curve	curve	NOUN
fis-3081	66	6	represents	represent	VERB
fis-3081	66	7	the	the	DET
fis-3081	66	8	related	relate	VERB
fis-3081	66	9	impulse	impulse	NOUN
fis-3081	66	10	caused	cause	VERB
fis-3081	66	11	.	.	PUNCT
fis-3081	67	1	a	a	DET
fis-3081	67	2	simplification	simplification	NOUN
fis-3081	67	3	of	of	ADP
fis-3081	67	4	the	the	DET
fis-3081	67	5	blast	blast	NOUN
fis-3081	67	6	wave	wave	NOUN
fis-3081	67	7	profile	profile	NOUN
fis-3081	67	8	is	be	AUX
fis-3081	67	9	made	make	VERB
fis-3081	67	10	and	and	CCONJ
fis-3081	67	11	preserved	preserve	VERB
fis-3081	67	12	the	the	DET
fis-3081	67	13	positive	positive	ADJ
fis-3081	67	14	phase	phase	NOUN
fis-3081	67	15	linear	linear	NOUN
fis-3081	67	16	variation	variation	NOUN
fis-3081	67	17	as	as	SCONJ
fis-3081	67	18	shown	show	VERB
fis-3081	67	19	in	in	ADP
fis-3081	67	20	fig	fig	NOUN
fis-3081	67	21	.	.	PUNCT
fis-3081	68	1	3	3	X
fis-3081	68	2	.	.	X
fis-3081	68	3	the	the	DET
fis-3081	68	4	relationship	relationship	NOUN
fis-3081	68	5	is	be	AUX
fis-3081	68	6	presented	present	VERB
fis-3081	68	7	as	as	SCONJ
fis-3081	68	8	follows	follow	VERB
fis-3081	68	9	:	:	PUNCT
fis-3081	69	1	p(t)=po+pso(1	p(t)=po+pso(1	NOUN
fis-3081	69	2	o	o	NOUN
fis-3081	69	3	t	t	PROPN
fis-3081	69	4	t	t	PROPN
fis-3081	69	5	)	)	PUNCT
fis-3081	69	6	(	(	PUNCT
fis-3081	69	7	3	3	X
fis-3081	69	8	)	)	PUNCT
fis-3081	69	9	where	where	SCONJ
fis-3081	69	10	p(t	p(t	NOUN
fis-3081	69	11	)	)	PUNCT
fis-3081	69	12	is	be	AUX
fis-3081	69	13	the	the	DET
fis-3081	69	14	pressure	pressure	NOUN
fis-3081	69	15	at	at	ADP
fis-3081	69	16	time	time	NOUN
fis-3081	69	17	t	t	PROPN
fis-3081	69	18	,	,	PUNCT
fis-3081	69	19	pso	pso	NOUN
fis-3081	69	20	is	be	AUX
fis-3081	69	21	the	the	DET
fis-3081	69	22	peak	peak	ADJ
fis-3081	69	23	side	side	NOUN
fis-3081	69	24	-	-	PUNCT
fis-3081	69	25	on	on	ADP
fis-3081	69	26	overpressure	overpressure	NOUN
fis-3081	69	27	,	,	PUNCT
fis-3081	69	28	t	t	PROPN
fis-3081	69	29	is	be	AUX
fis-3081	69	30	the	the	DET
fis-3081	69	31	time	time	NOUN
fis-3081	69	32	measured	measure	VERB
fis-3081	69	33	from	from	ADP
fis-3081	69	34	the	the	DET
fis-3081	69	35	instant	instant	NOUN
fis-3081	69	36	that	that	SCONJ
fis-3081	69	37	the	the	DET
fis-3081	69	38	blast	blast	NOUN
fis-3081	69	39	wave	wave	NOUN
fis-3081	69	40	arrives	arrive	VERB
fis-3081	69	41	(	(	PUNCT
fis-3081	69	42	at	at	ADP
fis-3081	69	43	time	time	NOUN
fis-3081	69	44	=	=	SYM
fis-3081	69	45	ta	ta	NOUN
fis-3081	69	46	)	)	PUNCT
fis-3081	69	47	,	,	PUNCT
fis-3081	69	48	to	to	PART
fis-3081	69	49	is	be	AUX
fis-3081	69	50	the	the	DET
fis-3081	69	51	duration	duration	NOUN
fis-3081	69	52	of	of	ADP
fis-3081	69	53	the	the	DET
fis-3081	69	54	positive	positive	ADJ
fis-3081	69	55	phase	phase	NOUN
fis-3081	69	56	of	of	ADP
fis-3081	69	57	the	the	DET
fis-3081	69	58	blast	blast	NOUN
fis-3081	69	59	.	.	PUNCT
fis-3081	70	1	a	a	DET
fis-3081	70	2	m.	m.	NOUN
fis-3081	70	3	t.	t.	PROPN
fis-3081	70	4	nawar	nawar	PROPN
fis-3081	70	5	et	et	PROPN
fis-3081	70	6	alii	alii	PROPN
fis-3081	70	7	,	,	PUNCT
fis-3081	70	8	frattura	frattura	PROPN
fis-3081	70	9	ed	ed	PROPN
fis-3081	70	10	integrità	integrità	PROPN
fis-3081	70	11	strutturale	strutturale	PROPN
fis-3081	70	12	,	,	PUNCT
fis-3081	70	13	57	57	NUM
fis-3081	70	14	(	(	PUNCT
fis-3081	70	15	2021	2021	NUM
fis-3081	70	16	)	)	PUNCT
fis-3081	70	17	259	259	NUM
fis-3081	70	18	-	-	SYM
fis-3081	70	19	280	280	NUM
fis-3081	70	20	;	;	PUNCT
fis-3081	70	21	doi	doi	NOUN
fis-3081	70	22	:	:	PUNCT
fis-3081	70	23	10.3221	10.3221	NUM
fis-3081	70	24	/	/	SYM
fis-3081	70	25	igf	igf	NOUN
fis-3081	70	26	-	-	ADJ
fis-3081	70	27	esis.57.19	esis.57.19	NOUN
fis-3081	70	28	262	262	NUM
fis-3081	70	29	this	this	DET
fis-3081	70	30	simple	simple	ADJ
fis-3081	70	31	formula	formula	NOUN
fis-3081	70	32	is	be	AUX
fis-3081	70	33	sufficient	sufficient	ADJ
fis-3081	70	34	to	to	PART
fis-3081	70	35	forecast	forecast	VERB
fis-3081	70	36	the	the	DET
fis-3081	70	37	blast	blast	NOUN
fis-3081	70	38	pressure	pressure	NOUN
fis-3081	70	39	as	as	SCONJ
fis-3081	70	40	the	the	DET
fis-3081	70	41	positive	positive	ADJ
fis-3081	70	42	phase	phase	NOUN
fis-3081	70	43	is	be	AUX
fis-3081	70	44	significant	significant	ADJ
fis-3081	70	45	in	in	ADP
fis-3081	70	46	determining	determine	VERB
fis-3081	70	47	the	the	DET
fis-3081	70	48	structural	structural	ADJ
fis-3081	70	49	response	response	NOUN
fis-3081	70	50	.	.	PUNCT
fis-3081	71	1	numerical	numerical	ADJ
fis-3081	71	2	values	value	NOUN
fis-3081	71	3	for	for	ADP
fis-3081	71	4	these	these	DET
fis-3081	71	5	parameters	parameter	NOUN
fis-3081	71	6	can	can	AUX
fis-3081	71	7	be	be	AUX
fis-3081	71	8	obtained	obtain	VERB
fis-3081	71	9	from	from	ADP
fis-3081	71	10	various	various	ADJ
fis-3081	71	11	sources	source	NOUN
fis-3081	71	12	in	in	ADP
fis-3081	71	13	respect	respect	NOUN
fis-3081	71	14	to	to	ADP
fis-3081	71	15	the	the	DET
fis-3081	71	16	required	require	VERB
fis-3081	71	17	scaled	scale	VERB
fis-3081	71	18	distance	distance	NOUN
fis-3081	71	19	,	,	PUNCT
fis-3081	71	20	(	(	PUNCT
fis-3081	71	21	z	z	NOUN
fis-3081	71	22	)	)	PUNCT
fis-3081	71	23	.	.	PUNCT
fis-3081	72	1	figure	figure	VERB
fis-3081	72	2	3	3	NUM
fis-3081	72	3	:	:	PUNCT
fis-3081	72	4	simplified	simplified	ADJ
fis-3081	72	5	blast	blast	NOUN
fis-3081	72	6	wave	wave	NOUN
fis-3081	72	7	overpressure	overpressure	NOUN
fis-3081	72	8	profile	profile	NOUN
fis-3081	72	9	.	.	PUNCT
fis-3081	73	1	dynamic	dynamic	ADJ
fis-3081	73	2	analysis	analysis	NOUN
fis-3081	73	3	(	(	PUNCT
fis-3081	73	4	sdof	sdof	ADJ
fis-3081	73	5	)	)	PUNCT
fis-3081	73	6	heoretical	heoretical	ADJ
fis-3081	73	7	studies	study	NOUN
fis-3081	73	8	of	of	ADP
fis-3081	73	9	the	the	DET
fis-3081	73	10	response	response	NOUN
fis-3081	73	11	of	of	ADP
fis-3081	73	12	blast	blast	NOUN
fis-3081	73	13	-	-	PUNCT
fis-3081	73	14	loaded	load	VERB
fis-3081	73	15	structures	structure	NOUN
fis-3081	73	16	are	be	AUX
fis-3081	73	17	sometimes	sometimes	ADV
fis-3081	73	18	difficult	difficult	ADJ
fis-3081	73	19	and	and	CCONJ
fis-3081	73	20	highly	highly	ADV
fis-3081	73	21	intricate	intricate	ADJ
fis-3081	73	22	,	,	PUNCT
fis-3081	73	23	so	so	CCONJ
fis-3081	73	24	some	some	DET
fis-3081	73	25	simplified	simplified	ADJ
fis-3081	73	26	approaches	approach	NOUN
fis-3081	73	27	are	be	AUX
fis-3081	73	28	used	use	VERB
fis-3081	73	29	for	for	ADP
fis-3081	73	30	practical	practical	ADJ
fis-3081	73	31	design	design	NOUN
fis-3081	73	32	objectives	objective	NOUN
fis-3081	73	33	.	.	PUNCT
fis-3081	74	1	fig	fig	NOUN
fis-3081	74	2	.	.	PUNCT
fis-3081	75	1	4	4	NUM
fis-3081	75	2	shows	show	VERB
fis-3081	75	3	how	how	SCONJ
fis-3081	75	4	simple	simple	ADJ
fis-3081	75	5	structures	structure	NOUN
fis-3081	75	6	like	like	ADP
fis-3081	75	7	slabs	slab	NOUN
fis-3081	75	8	and	and	CCONJ
fis-3081	75	9	beams	beam	NOUN
fis-3081	75	10	can	can	AUX
fis-3081	75	11	be	be	AUX
fis-3081	75	12	simplified	simplify	VERB
fis-3081	75	13	to	to	ADP
fis-3081	75	14	an	an	DET
fis-3081	75	15	equivalent	equivalent	ADJ
fis-3081	75	16	single	single	ADJ
fis-3081	75	17	degree	degree	NOUN
fis-3081	75	18	of	of	ADP
fis-3081	75	19	freedom	freedom	NOUN
fis-3081	75	20	(	(	PUNCT
fis-3081	75	21	sdof	sdof	ADJ
fis-3081	75	22	)	)	PUNCT
fis-3081	75	23	system	system	NOUN
fis-3081	75	24	that	that	PRON
fis-3081	75	25	behaves	behave	VERB
fis-3081	75	26	similarly	similarly	ADV
fis-3081	75	27	to	to	ADP
fis-3081	75	28	the	the	DET
fis-3081	75	29	real	real	ADJ
fis-3081	75	30	element	element	NOUN
fis-3081	75	31	.	.	PUNCT
fis-3081	76	1	the	the	DET
fis-3081	76	2	transformation	transformation	NOUN
fis-3081	76	3	factors	factor	NOUN
fis-3081	76	4	are	be	AUX
fis-3081	76	5	used	use	VERB
fis-3081	76	6	to	to	PART
fis-3081	76	7	transform	transform	VERB
fis-3081	76	8	the	the	DET
fis-3081	76	9	analyzed	analyze	VERB
fis-3081	76	10	structure	structure	NOUN
fis-3081	76	11	to	to	ADP
fis-3081	76	12	an	an	DET
fis-3081	76	13	equivalent	equivalent	ADJ
fis-3081	76	14	sdof	sdof	ADJ
fis-3081	76	15	system	system	NOUN
fis-3081	76	16	.	.	PUNCT
fis-3081	77	1	figure	figure	VERB
fis-3081	77	2	4	4	NUM
fis-3081	77	3	:	:	PUNCT
fis-3081	77	4	beam	beam	NOUN
fis-3081	77	5	idealized	idealize	VERB
fis-3081	77	6	as	as	ADP
fis-3081	77	7	sdof	sdof	ADJ
fis-3081	77	8	mass	mass	NOUN
fis-3081	77	9	and	and	CCONJ
fis-3081	77	10	spring	spring	NOUN
fis-3081	77	11	system	system	NOUN
fis-3081	77	12	.	.	PUNCT
fis-3081	78	1	deflection	deflection	NOUN
fis-3081	78	2	time	time	PROPN
fis-3081	78	3	history	history	PROPN
fis-3081	78	4	tab	tab	NOUN
fis-3081	78	5	.	.	PUNCT
fis-3081	78	6	1	1	NUM
fis-3081	78	7	shows	show	VERB
fis-3081	78	8	the	the	DET
fis-3081	78	9	transformation	transformation	NOUN
fis-3081	78	10	factors	factor	NOUN
fis-3081	78	11	for	for	ADP
fis-3081	78	12	converting	convert	VERB
fis-3081	78	13	a	a	DET
fis-3081	78	14	simply	simply	ADV
fis-3081	78	15	supported	support	VERB
fis-3081	78	16	beam	beam	NOUN
fis-3081	78	17	under	under	ADP
fis-3081	78	18	uniform	uniform	ADJ
fis-3081	78	19	loads	load	NOUN
fis-3081	78	20	to	to	ADP
fis-3081	78	21	an	an	DET
fis-3081	78	22	equivalent	equivalent	ADJ
fis-3081	78	23	sdof	sdof	ADJ
fis-3081	78	24	system	system	NOUN
fis-3081	78	25	in	in	ADP
fis-3081	78	26	accordance	accordance	NOUN
fis-3081	78	27	with	with	ADP
fis-3081	78	28	ufc	ufc	NOUN
fis-3081	79	1	[	[	X
fis-3081	79	2	4	4	NUM
fis-3081	79	3	]	]	PUNCT
fis-3081	79	4	.	.	PUNCT
fis-3081	80	1	eqn	eqn	PROPN
fis-3081	80	2	.	.	PUNCT
fis-3081	81	1	4	4	NUM
fis-3081	81	2	can	can	AUX
fis-3081	81	3	be	be	AUX
fis-3081	81	4	used	use	VERB
fis-3081	81	5	to	to	PART
fis-3081	81	6	measure	measure	VERB
fis-3081	81	7	the	the	DET
fis-3081	81	8	corresponding	corresponding	ADJ
fis-3081	81	9	sdof	sdof	ADJ
fis-3081	81	10	elastic	elastic	ADJ
fis-3081	81	11	stiffness	stiffness	NOUN
fis-3081	81	12	of	of	ADP
fis-3081	81	13	a	a	DET
fis-3081	81	14	simply	simply	ADV
fis-3081	81	15	supported	support	VERB
fis-3081	81	16	beam	beam	NOUN
fis-3081	81	17	under	under	ADP
fis-3081	81	18	a	a	DET
fis-3081	81	19	uniform	uniform	ADJ
fis-3081	81	20	load	load	NOUN
fis-3081	81	21	.	.	PUNCT
fis-3081	82	1	range	range	NOUN
fis-3081	82	2	of	of	ADP
fis-3081	82	3	behavior	behavior	NOUN
fis-3081	82	4	mass	mass	NOUN
fis-3081	82	5	factor	factor	NOUN
fis-3081	82	6	(	(	PUNCT
fis-3081	82	7	km	km	NOUN
fis-3081	82	8	)	)	PUNCT
fis-3081	82	9	load	load	NOUN
fis-3081	82	10	factor	factor	NOUN
fis-3081	82	11	(	(	PUNCT
fis-3081	82	12	kf	kf	NOUN
fis-3081	82	13	)	)	PUNCT
fis-3081	82	14	load	load	NOUN
fis-3081	82	15	-	-	PUNCT
fis-3081	82	16	mass	mass	NOUN
fis-3081	82	17	factor	factor	NOUN
fis-3081	82	18	(	(	PUNCT
fis-3081	82	19	kmf	kmf	PROPN
fis-3081	82	20	)	)	PUNCT
fis-3081	82	21	elastic	elastic	ADJ
fis-3081	82	22	0.5	0.5	NUM
fis-3081	82	23	0.64	0.64	NUM
fis-3081	82	24	0.78	0.78	NUM
fis-3081	82	25	plastic	plastic	NOUN
fis-3081	82	26	0.33	0.33	NUM
fis-3081	82	27	0.5	0.5	NUM
fis-3081	82	28	0.66	0.66	NUM
fis-3081	82	29	average	average	NOUN
fis-3081	82	30	0.42	0.42	NUM
fis-3081	82	31	0.57	0.57	NUM
fis-3081	82	32	0.72	0.72	NUM
fis-3081	82	33	table	table	NOUN
fis-3081	82	34	1	1	NUM
fis-3081	82	35	:	:	PUNCT
fis-3081	82	36	transformation	transformation	NOUN
fis-3081	82	37	factors	factor	NOUN
fis-3081	82	38	for	for	ADP
fis-3081	82	39	a	a	DET
fis-3081	82	40	simply	simply	ADV
fis-3081	82	41	supported	support	VERB
fis-3081	82	42	beam	beam	NOUN
fis-3081	82	43	under	under	ADP
fis-3081	82	44	uniform	uniform	ADJ
fis-3081	82	45	loads	load	NOUN
fis-3081	82	46	[	[	X
fis-3081	82	47	4	4	NUM
fis-3081	82	48	]	]	PUNCT
fis-3081	82	49	.	.	PUNCT
fis-3081	83	1	k=	k=	PUNCT
fis-3081	84	1	3	3	NUM
fis-3081	84	2	384	384	NUM
fis-3081	84	3	 	 	SPACE
fis-3081	84	4	ei	ei	NOUN
fis-3081	84	5	5l	5l	NUM
fis-3081	84	6	(	(	PUNCT
fis-3081	84	7	4	4	NUM
fis-3081	84	8	)	)	PUNCT
fis-3081	84	9	as	as	SCONJ
fis-3081	84	10	the	the	DET
fis-3081	84	11	r.c	r.c	PROPN
fis-3081	84	12	beam	beam	NOUN
fis-3081	84	13	deflects	deflect	VERB
fis-3081	84	14	in	in	ADP
fis-3081	84	15	response	response	NOUN
fis-3081	84	16	to	to	ADP
fis-3081	84	17	a	a	DET
fis-3081	84	18	dynamic	dynamic	ADJ
fis-3081	84	19	load	load	NOUN
fis-3081	85	1	,	,	PUNCT
fis-3081	85	2	it	it	PRON
fis-3081	85	3	goes	go	VERB
fis-3081	85	4	through	through	ADP
fis-3081	85	5	several	several	ADJ
fis-3081	85	6	stages	stage	NOUN
fis-3081	85	7	before	before	ADP
fis-3081	85	8	coming	come	VERB
fis-3081	85	9	to	to	ADP
fis-3081	85	10	a	a	DET
fis-3081	85	11	rest	rest	NOUN
fis-3081	85	12	.	.	PUNCT
fis-3081	86	1	the	the	DET
fis-3081	86	2	stiffness	stiffness	NOUN
fis-3081	86	3	of	of	ADP
fis-3081	86	4	the	the	DET
fis-3081	86	5	beam	beam	NOUN
fis-3081	86	6	varies	vary	VERB
fis-3081	86	7	significantly	significantly	ADV
fis-3081	86	8	across	across	ADP
fis-3081	86	9	the	the	DET
fis-3081	86	10	stages	stage	NOUN
fis-3081	86	11	as	as	SCONJ
fis-3081	86	12	shown	show	VERB
fis-3081	86	13	in	in	ADP
fis-3081	86	14	fig	fig	NOUN
fis-3081	86	15	.	.	PUNCT
fis-3081	87	1	5	5	X
fis-3081	87	2	.	.	X
fis-3081	87	3	magnusson	magnusson	PROPN
fis-3081	87	4	[	[	X
fis-3081	87	5	17	17	NUM
fis-3081	87	6	]	]	PUNCT
fis-3081	87	7	defines	define	VERB
fis-3081	87	8	state	state	NOUN
fis-3081	87	9	(	(	PUNCT
fis-3081	87	10	1	1	NUM
fis-3081	87	11	)	)	PUNCT
fis-3081	87	12	as	as	ADP
fis-3081	87	13	the	the	DET
fis-3081	87	14	elastic	elastic	ADJ
fis-3081	87	15	t	t	NOUN
fis-3081	87	16	m.	m.	NOUN
fis-3081	87	17	t.	t.	PROPN
fis-3081	87	18	nawar	nawar	PROPN
fis-3081	87	19	et	et	PROPN
fis-3081	87	20	alii	alii	PROPN
fis-3081	87	21	,	,	PUNCT
fis-3081	87	22	frattura	frattura	PROPN
fis-3081	87	23	ed	ed	PROPN
fis-3081	87	24	integrità	integrità	PROPN
fis-3081	87	25	strutturale	strutturale	PROPN
fis-3081	87	26	,	,	PUNCT
fis-3081	87	27	57	57	NUM
fis-3081	87	28	(	(	PUNCT
fis-3081	87	29	2021	2021	NUM
fis-3081	87	30	)	)	PUNCT
fis-3081	87	31	259	259	NUM
fis-3081	87	32	-	-	SYM
fis-3081	87	33	280	280	NUM
fis-3081	87	34	;	;	PUNCT
fis-3081	87	35	doi	doi	NOUN
fis-3081	87	36	:	:	PUNCT
fis-3081	87	37	10.3221	10.3221	NUM
fis-3081	87	38	/	/	SYM
fis-3081	87	39	igf	igf	NOUN
fis-3081	87	40	-	-	ADJ
fis-3081	87	41	esis.57.19	esis.57.19	ADJ
fis-3081	87	42	263	263	NUM
fis-3081	87	43	stage	stage	NOUN
fis-3081	87	44	and	and	CCONJ
fis-3081	87	45	state	state	NOUN
fis-3081	87	46	(	(	PUNCT
fis-3081	87	47	2	2	NUM
fis-3081	87	48	)	)	PUNCT
fis-3081	87	49	as	as	ADP
fis-3081	87	50	a	a	DET
fis-3081	87	51	cracked	crack	VERB
fis-3081	87	52	beam	beam	NOUN
fis-3081	87	53	.	.	PUNCT
fis-3081	88	1	according	accord	VERB
fis-3081	88	2	to	to	ADP
fis-3081	88	3	ufc	ufc	PROPN
fis-3081	88	4	[	[	X
fis-3081	88	5	4	4	NUM
fis-3081	88	6	]	]	PUNCT
fis-3081	88	7	,	,	PUNCT
fis-3081	88	8	an	an	DET
fis-3081	88	9	approximate	approximate	ADJ
fis-3081	88	10	formula	formula	NOUN
fis-3081	88	11	of	of	ADP
fis-3081	88	12	flexural	flexural	ADJ
fis-3081	88	13	stiffness	stiffness	NOUN
fis-3081	88	14	is	be	AUX
fis-3081	88	15	calculated	calculate	VERB
fis-3081	88	16	as	as	SCONJ
fis-3081	88	17	follows	follow	VERB
fis-3081	88	18	:	:	PUNCT
fis-3081	88	19	ei	ei	X
fis-3081	88	20	=	=	SYM
fis-3081	88	21	0.5	0.5	NUM
fis-3081	88	22	ec	ec	PROPN
fis-3081	88	23	3	3	NUM
fis-3081	88	24	384	384	NUM
fis-3081	88	25	 	 	SPACE
fis-3081	88	26	ei	ei	NOUN
fis-3081	88	27	(	(	PUNCT
fis-3081	88	28	5l	5l	NUM
fis-3081	88	29	+	+	NOUN
fis-3081	88	30	αηρbd3	αηρbd3	X
fis-3081	88	31	)	)	PUNCT
fis-3081	88	32	(	(	PUNCT
fis-3081	88	33	5	5	X
fis-3081	88	34	)	)	PUNCT
fis-3081	88	35	where	where	SCONJ
fis-3081	88	36	αηρ	αηρ	NOUN
fis-3081	88	37	is	be	AUX
fis-3081	88	38	a	a	DET
fis-3081	88	39	factor	factor	NOUN
fis-3081	88	40	that	that	PRON
fis-3081	88	41	is	be	AUX
fis-3081	88	42	affected	affect	VERB
fis-3081	88	43	by	by	ADP
fis-3081	88	44	the	the	DET
fis-3081	88	45	configuration	configuration	NOUN
fis-3081	88	46	and	and	CCONJ
fis-3081	88	47	amount	amount	NOUN
fis-3081	88	48	of	of	ADP
fis-3081	88	49	the	the	DET
fis-3081	88	50	reinforcement	reinforcement	NOUN
fis-3081	88	51	as	as	ADV
fis-3081	88	52	well	well	ADV
fis-3081	88	53	as	as	ADP
fis-3081	88	54	the	the	DET
fis-3081	88	55	steel	steel	NOUN
fis-3081	88	56	to	to	ADP
fis-3081	88	57	concrete	concrete	ADJ
fis-3081	88	58	modulus	modulus	NOUN
fis-3081	88	59	of	of	ADP
fis-3081	88	60	elasticity	elasticity	NOUN
fis-3081	88	61	ratio	ratio	NOUN
fis-3081	88	62	[	[	X
fis-3081	88	63	4	4	NUM
fis-3081	88	64	]	]	PUNCT
fis-3081	88	65	.	.	PUNCT
fis-3081	89	1	figure5	figure5	ADJ
fis-3081	89	2	:	:	PUNCT
fis-3081	90	1	schematic	schematic	ADJ
fis-3081	90	2	of	of	ADP
fis-3081	90	3	the	the	DET
fis-3081	90	4	reduction	reduction	NOUN
fis-3081	90	5	in	in	ADP
fis-3081	90	6	stiffness	stiffness	NOUN
fis-3081	90	7	at	at	ADP
fis-3081	90	8	an	an	DET
fis-3081	90	9	increasing	increase	VERB
fis-3081	90	10	cracking	cracking	NOUN
fis-3081	90	11	of	of	ADP
fis-3081	90	12	the	the	DET
fis-3081	90	13	r.c	r.c	PROPN
fis-3081	90	14	beam	beam	NOUN
fis-3081	90	15	with	with	ADP
fis-3081	90	16	a	a	DET
fis-3081	90	17	modified	modify	VERB
fis-3081	90	18	stiffness	stiffness	NOUN
fis-3081	90	19	[	[	X
fis-3081	90	20	17	17	NUM
fis-3081	90	21	]	]	PUNCT
fis-3081	90	22	.	.	PUNCT
fis-3081	91	1	the	the	DET
fis-3081	91	2	circular	circular	ADJ
fis-3081	91	3	frequency	frequency	NOUN
fis-3081	91	4	and	and	CCONJ
fis-3081	91	5	natural	natural	ADJ
fis-3081	91	6	period	period	NOUN
fis-3081	91	7	of	of	ADP
fis-3081	91	8	this	this	DET
fis-3081	91	9	equivalent	equivalent	ADJ
fis-3081	91	10	sdof	sdof	ADJ
fis-3081	91	11	system	system	NOUN
fis-3081	91	12	can	can	AUX
fis-3081	91	13	be	be	AUX
fis-3081	91	14	obtained	obtain	VERB
fis-3081	91	15	using	use	VERB
fis-3081	91	16	the	the	DET
fis-3081	91	17	eqn	eqn	NOUN
fis-3081	91	18	.	.	PUNCT
fis-3081	92	1	6	6	NUM
fis-3081	92	2	.	.	PUNCT
fis-3081	92	3	the	the	DET
fis-3081	92	4	equation	equation	NOUN
fis-3081	92	5	of	of	ADP
fis-3081	92	6	motion	motion	NOUN
fis-3081	92	7	of	of	ADP
fis-3081	92	8	the	the	DET
fis-3081	92	9	undamped	undampe	VERB
fis-3081	92	10	sdof	sdof	ADJ
fis-3081	92	11	system	system	NOUN
fis-3081	92	12	subjected	subject	VERB
fis-3081	92	13	to	to	ADP
fis-3081	92	14	an	an	DET
fis-3081	92	15	applied	apply	VERB
fis-3081	92	16	force	force	NOUN
fis-3081	92	17	p(t	p(t	NOUN
fis-3081	92	18	)	)	PUNCT
fis-3081	92	19	is	be	AUX
fis-3081	92	20	represented	represent	VERB
fis-3081	92	21	by	by	ADP
fis-3081	92	22	eqn	eqn	NOUN
fis-3081	92	23	.	.	PUNCT
fis-3081	93	1	7	7	X
fis-3081	93	2	.	.	X
fis-3081	93	3	t	t	NOUN
fis-3081	93	4	=	=	SYM
fis-3081	93	5			PROPN
fis-3081	93	6			PROPN
fis-3081	93	7	2	2	NUM
fis-3081	93	8	=	=	SYM
fis-3081	93	9	2π	2π	NOUN
fis-3081	93	10	 	 	SPACE
fis-3081	93	11	.	.	PUNCT
fis-3081	93	12	 	 	SPACE
fis-3081	94	1	mfk	mfk	PROPN
fis-3081	95	1	m	m	PROPN
fis-3081	95	2	k	k	X
fis-3081	95	3	(	(	PUNCT
fis-3081	95	4	6	6	NUM
fis-3081	95	5	)	)	PUNCT
fis-3081	95	6	p(t	p(t	NOUN
fis-3081	95	7	)	)	PUNCT
fis-3081	96	1	=	=	PUNCT
fis-3081	96	2	(	(	PUNCT
fis-3081	96	3	kmf	kmf	PROPN
fis-3081	96	4	.	.	PUNCT
fis-3081	96	5	m	m	PROPN
fis-3081	96	6	)	)	PUNCT
fis-3081	97	1	ÿ	ÿ	PROPN
fis-3081	97	2	+	+	CCONJ
fis-3081	97	3	kу	kу	X
fis-3081	97	4	(	(	PUNCT
fis-3081	97	5	7	7	NUM
fis-3081	97	6	)	)	PUNCT
fis-3081	97	7	to	to	PART
fis-3081	97	8	consider	consider	VERB
fis-3081	97	9	the	the	DET
fis-3081	97	10	plastic	plastic	ADJ
fis-3081	97	11	deformations	deformation	NOUN
fis-3081	97	12	that	that	PRON
fis-3081	97	13	occur	occur	VERB
fis-3081	97	14	after	after	ADP
fis-3081	97	15	the	the	DET
fis-3081	97	16	structure	structure	NOUN
fis-3081	97	17	's	's	PART
fis-3081	97	18	initial	initial	ADJ
fis-3081	97	19	elastic	elastic	ADJ
fis-3081	97	20	response	response	NOUN
fis-3081	97	21	,	,	PUNCT
fis-3081	97	22	fig	fig	NOUN
fis-3081	97	23	.	.	PUNCT
fis-3081	98	1	6a	6a	NOUN
fis-3081	98	2	shows	show	VERB
fis-3081	98	3	how	how	SCONJ
fis-3081	98	4	an	an	DET
fis-3081	98	5	elasticperfectly	elasticperfectly	ADV
fis-3081	98	6	plastic	plastic	ADJ
fis-3081	98	7	resistance	resistance	NOUN
fis-3081	98	8	function	function	NOUN
fis-3081	98	9	can	can	AUX
fis-3081	98	10	be	be	AUX
fis-3081	98	11	used	use	VERB
fis-3081	98	12	to	to	PART
fis-3081	98	13	simplify	simplify	VERB
fis-3081	98	14	the	the	DET
fis-3081	98	15	element	element	NOUN
fis-3081	98	16	's	's	PART
fis-3081	98	17	resistance	resistance	NOUN
fis-3081	98	18	function	function	NOUN
fis-3081	98	19	.	.	PUNCT
fis-3081	99	1	fig	fig	NOUN
fis-3081	99	2	.	.	PUNCT
fis-3081	100	1	6b	6b	PROPN
fis-3081	100	2	shows	show	VERB
fis-3081	100	3	how	how	SCONJ
fis-3081	100	4	a	a	DET
fis-3081	100	5	simple	simple	ADJ
fis-3081	100	6	triangle	triangle	NOUN
fis-3081	100	7	pulse	pulse	NOUN
fis-3081	100	8	load	load	NOUN
fis-3081	100	9	can	can	AUX
fis-3081	100	10	be	be	AUX
fis-3081	100	11	used	use	VERB
fis-3081	100	12	to	to	PART
fis-3081	100	13	approximate	approximate	VERB
fis-3081	100	14	the	the	DET
fis-3081	100	15	air	air	NOUN
fis-3081	100	16	blast	blast	NOUN
fis-3081	100	17	load	load	NOUN
fis-3081	100	18	on	on	ADP
fis-3081	100	19	a	a	DET
fis-3081	100	20	structure	structure	NOUN
fis-3081	100	21	with	with	ADP
fis-3081	100	22	reasonable	reasonable	ADJ
fis-3081	100	23	accuracy	accuracy	NOUN
fis-3081	100	24	.	.	PUNCT
fis-3081	101	1	(	(	PUNCT
fis-3081	101	2	a	a	X
fis-3081	101	3	)	)	PUNCT
fis-3081	101	4	(	(	PUNCT
fis-3081	101	5	b	b	X
fis-3081	101	6	)	)	PUNCT
fis-3081	101	7	figure	figure	NOUN
fis-3081	101	8	6	6	NUM
fis-3081	101	9	:	:	PUNCT
fis-3081	101	10	(	(	PUNCT
fis-3081	101	11	a	a	X
fis-3081	101	12	)	)	PUNCT
fis-3081	101	13	simplified	simplified	ADJ
fis-3081	101	14	equivalent	equivalent	ADJ
fis-3081	101	15	triangular	triangular	NOUN
fis-3081	101	16	load	load	NOUN
fis-3081	101	17	,	,	PUNCT
fis-3081	101	18	(	(	PUNCT
fis-3081	101	19	b	b	X
fis-3081	101	20	)	)	PUNCT
fis-3081	101	21	linear	linear	ADJ
fis-3081	101	22	elastic	elastic	ADJ
fis-3081	101	23	-	-	PUNCT
fis-3081	101	24	perfectly	perfectly	ADV
fis-3081	101	25	plastic	plastic	ADJ
fis-3081	101	26	resistance	resistance	NOUN
fis-3081	101	27	function	function	NOUN
fis-3081	101	28	of	of	ADP
fis-3081	101	29	sdof	sdof	ADJ
fis-3081	101	30	system	system	NOUN
fis-3081	101	31	.	.	PUNCT
fis-3081	102	1	as	as	SCONJ
fis-3081	102	2	shown	show	VERB
fis-3081	102	3	in	in	ADP
fis-3081	102	4	fig	fig	NOUN
fis-3081	102	5	.	.	PUNCT
fis-3081	103	1	6	6	NUM
fis-3081	103	2	,	,	PUNCT
fis-3081	103	3	by	by	ADP
fis-3081	103	4	using	use	VERB
fis-3081	103	5	the	the	DET
fis-3081	103	6	resistance	resistance	NOUN
fis-3081	103	7	functions	function	NOUN
fis-3081	103	8	and	and	CCONJ
fis-3081	103	9	simplified	simplified	ADJ
fis-3081	103	10	load	load	NOUN
fis-3081	103	11	,	,	PUNCT
fis-3081	103	12	the	the	DET
fis-3081	103	13	duhamel	duhamel	PROPN
fis-3081	103	14	's	's	PART
fis-3081	103	15	integral	integral	ADJ
fis-3081	103	16	can	can	AUX
fis-3081	103	17	be	be	AUX
fis-3081	103	18	used	use	VERB
fis-3081	103	19	to	to	PART
fis-3081	103	20	solve	solve	VERB
fis-3081	103	21	eqn	eqn	NOUN
fis-3081	103	22	.	.	PUNCT
fis-3081	104	1	7	7	NUM
fis-3081	104	2	,	,	PUNCT
fis-3081	104	3	chopra	chopra	PROPN
fis-3081	105	1	[	[	X
fis-3081	105	2	18	18	NUM
fis-3081	105	3	]	]	PUNCT
fis-3081	105	4	.	.	PUNCT
fis-3081	106	1	thus	thus	ADV
fis-3081	106	2	,	,	PUNCT
fis-3081	106	3	the	the	DET
fis-3081	106	4	following	follow	VERB
fis-3081	106	5	equations	equation	NOUN
fis-3081	106	6	can	can	AUX
fis-3081	106	7	represent	represent	VERB
fis-3081	106	8	the	the	DET
fis-3081	106	9	deflection	deflection	NOUN
fis-3081	106	10	time	time	NOUN
fis-3081	106	11	history	history	NOUN
fis-3081	106	12	of	of	ADP
fis-3081	106	13	the	the	DET
fis-3081	106	14	sdof	sdof	ADJ
fis-3081	106	15	system	system	NOUN
fis-3081	106	16	up	up	ADP
fis-3081	106	17	to	to	ADP
fis-3081	106	18	the	the	DET
fis-3081	106	19	peak	peak	NOUN
fis-3081	106	20	:	:	PUNCT
fis-3081	106	21			VERB
fis-3081	106	22	the	the	DET
fis-3081	106	23	elastic	elastic	ADJ
fis-3081	106	24	stage	stage	NOUN
fis-3081	106	25	's	's	PART
fis-3081	106	26	response	response	NOUN
fis-3081	106	27	,	,	PUNCT
fis-3081	106	28	(	(	PUNCT
fis-3081	106	29	0	0	NUM
fis-3081	106	30	≤	≤	PROPN
fis-3081	106	31	t	t	PROPN
fis-3081	106	32	≤tel	≤tel	NUM
fis-3081	106	33	)	)	PUNCT
fis-3081	106	34	is	be	AUX
fis-3081	106	35	:	:	PUNCT
fis-3081	106	36	m.	m.	NOUN
fis-3081	106	37	t.	t.	PROPN
fis-3081	106	38	nawar	nawar	PROPN
fis-3081	106	39	et	et	PROPN
fis-3081	106	40	alii	alii	PROPN
fis-3081	106	41	,	,	PUNCT
fis-3081	106	42	frattura	frattura	PROPN
fis-3081	106	43	ed	ed	PROPN
fis-3081	106	44	integrità	integrità	PROPN
fis-3081	106	45	strutturale	strutturale	PROPN
fis-3081	106	46	,	,	PUNCT
fis-3081	106	47	57	57	NUM
fis-3081	106	48	(	(	PUNCT
fis-3081	106	49	2021	2021	NUM
fis-3081	106	50	)	)	PUNCT
fis-3081	106	51	259	259	NUM
fis-3081	106	52	-	-	SYM
fis-3081	106	53	280	280	NUM
fis-3081	106	54	;	;	PUNCT
fis-3081	106	55	doi	doi	NOUN
fis-3081	106	56	:	:	PUNCT
fis-3081	106	57	10.3221	10.3221	NUM
fis-3081	106	58	/	/	SYM
fis-3081	106	59	igf	igf	NOUN
fis-3081	106	60	-	-	PUNCT
fis-3081	106	61	esis.57.19	esis.57.19	NOUN
fis-3081	106	62	264	264	NUM
fis-3081	106	63	у	у	NOUN
fis-3081	106	64	=	=	SYM
fis-3081	106	65	1p	1p	PROPN
fis-3081	106	66	k	k	PROPN
fis-3081	106	67	(	(	PUNCT
fis-3081	106	68	1	1	NUM
fis-3081	106	69	-	-	NOUN
fis-3081	106	70	cos(ωt	cos(ωt	NOUN
fis-3081	106	71	)	)	PUNCT
fis-3081	106	72	)	)	PUNCT
fis-3081	107	1	+	+	CCONJ
fis-3081	107	2	1	1	NUM
fis-3081	107	3	.	.	PUNCT
fis-3081	107	4	  	  	SPACE
fis-3081	108	1	d	d	X
fis-3081	108	2	p	p	X
fis-3081	108	3	k	k	PROPN
fis-3081	108	4	t	t	PROPN
fis-3081	108	5	(	(	PUNCT
fis-3081	108	6			NOUN
fis-3081	109	1			PUNCT
fis-3081	109	2			PROPN
fis-3081	109	3	sin	sin	NOUN
fis-3081	109	4	t	t	PROPN
fis-3081	109	5	-1	-1	PROPN
fis-3081	109	6	)	)	PUNCT
fis-3081	109	7	(	(	PUNCT
fis-3081	109	8	8)	8)	NUM
fis-3081	109	9			NOUN
fis-3081	109	10	the	the	DET
fis-3081	109	11	plastic	plastic	ADJ
fis-3081	109	12	range	range	NOUN
fis-3081	109	13	response	response	NOUN
fis-3081	109	14	up	up	ADP
fis-3081	109	15	to	to	ADP
fis-3081	109	16	the	the	DET
fis-3081	109	17	peak	peak	NOUN
fis-3081	109	18	,	,	PUNCT
fis-3081	109	19	(	(	PUNCT
fis-3081	109	20	tel	tel	NOUN
fis-3081	109	21	≤	≤	X
fis-3081	109	22	t	t	PROPN
fis-3081	109	23	≤	≤	NUM
fis-3081	109	24	tm	tm	NOUN
fis-3081	109	25	)	)	PUNCT
fis-3081	109	26	is	be	AUX
fis-3081	109	27	:	:	PUNCT
fis-3081	109	28	у	у	PROPN
fis-3081	109	29	=	=	SYM
fis-3081	109	30	1	1	NUM
fis-3081	109	31	6	6	NUM
fis-3081	109	32	  	  	SPACE
fis-3081	109	33	mf	mf	VERB
fis-3081	109	34	d	d	X
fis-3081	109	35	p	p	PROPN
fis-3081	109	36	m	m	PROPN
fis-3081	109	37	k	k	PROPN
fis-3081	109	38	t	t	PROPN
fis-3081	109	39	(	(	PUNCT
fis-3081	109	40	t	t	PROPN
fis-3081	109	41	tel)3	tel)3	PROPN
fis-3081	109	42	+	+	CCONJ
fis-3081	109	43			PROPN
fis-3081	109	44			PROPN
fis-3081	109	45	11	11	NUM
fis-3081	109	46	1	1	NUM
fis-3081	109	47	(	(	PUNCT
fis-3081	109	48	2	2	NUM
fis-3081	109	49	  	  	SPACE
fis-3081	109	50	2	2	NUM
fis-3081	109	51	  	  	SPACE
fis-3081	109	52	el	el	PROPN
fis-3081	109	53	mf	mf	PROPN
fis-3081	110	1	d	d	X
fis-3081	110	2	mf	mf	PRON
fis-3081	110	3	t	t	NOUN
fis-3081	110	4	pp	pp	ADP
fis-3081	110	5	r	r	PROPN
fis-3081	110	6	m	m	PROPN
fis-3081	110	7	k	k	PROPN
fis-3081	110	8	t	t	PROPN
fis-3081	110	9	m	m	VERB
fis-3081	110	10	k	k	NOUN
fis-3081	110	11	)	)	PUNCT
fis-3081	110	12	(	(	PUNCT
fis-3081	110	13	t	t	X
fis-3081	110	14	tel)2	tel)2	PROPN
fis-3081	110	15	+	+	PUNCT
fis-3081	110	16	'	'	PUNCT
fis-3081	110	17	ely	ely	ADV
fis-3081	110	18	(	(	PUNCT
fis-3081	110	19	t	t	PROPN
fis-3081	110	20	tel)+уel	tel)+уel	PROPN
fis-3081	110	21	(	(	PUNCT
fis-3081	110	22	9	9	NUM
fis-3081	110	23	)	)	PUNCT
fis-3081	110	24	several	several	ADJ
fis-3081	110	25	diagrams	diagram	NOUN
fis-3081	110	26	for	for	ADP
fis-3081	110	27	the	the	DET
fis-3081	110	28	maximum	maximum	ADJ
fis-3081	110	29	response	response	NOUN
fis-3081	110	30	of	of	ADP
fis-3081	110	31	sdof	sdof	ADJ
fis-3081	110	32	systems	system	NOUN
fis-3081	110	33	exposed	expose	VERB
fis-3081	110	34	to	to	ADP
fis-3081	110	35	different	different	ADJ
fis-3081	110	36	types	type	NOUN
fis-3081	110	37	of	of	ADP
fis-3081	110	38	simple	simple	ADJ
fis-3081	110	39	load	load	NOUN
fis-3081	110	40	functions	function	NOUN
fis-3081	110	41	have	have	AUX
fis-3081	110	42	been	be	AUX
fis-3081	110	43	developed	develop	VERB
fis-3081	110	44	for	for	ADP
fis-3081	110	45	practical	practical	ADJ
fis-3081	110	46	design	design	NOUN
fis-3081	110	47	purposes	purpose	NOUN
fis-3081	110	48	as	as	SCONJ
fis-3081	110	49	presented	present	VERB
fis-3081	110	50	in	in	ADP
fis-3081	110	51	fig	fig	NOUN
fis-3081	110	52	.	.	PUNCT
fis-3081	111	1	7	7	X
fis-3081	111	2	.	.	X
fis-3081	111	3	the	the	DET
fis-3081	111	4	peak	peak	NOUN
fis-3081	111	5	response	response	NOUN
fis-3081	111	6	can	can	AUX
fis-3081	111	7	be	be	AUX
fis-3081	111	8	calculated	calculate	VERB
fis-3081	111	9	,	,	PUNCT
fis-3081	111	10	using	use	VERB
fis-3081	111	11	the	the	DET
fis-3081	111	12	ratio	ratio	NOUN
fis-3081	111	13	(	(	PUNCT
fis-3081	111	14	td	td	PROPN
fis-3081	111	15	/	/	SYM
fis-3081	111	16	t	t	NOUN
fis-3081	111	17	)	)	PUNCT
fis-3081	111	18	and	and	CCONJ
fis-3081	111	19	the	the	DET
fis-3081	111	20	internal	internal	ADJ
fis-3081	111	21	resistance	resistance	NOUN
fis-3081	111	22	to	to	ADP
fis-3081	111	23	the	the	DET
fis-3081	111	24	applied	apply	VERB
fis-3081	111	25	load	load	NOUN
fis-3081	111	26	ratio	ratio	NOUN
fis-3081	111	27	(	(	PUNCT
fis-3081	111	28	r1	r1	PROPN
fis-3081	111	29	/	/	SYM
fis-3081	111	30	p1	p1	PROPN
fis-3081	111	31	)	)	PUNCT
fis-3081	111	32	.	.	PUNCT
fis-3081	112	1	eqn	eqn	NOUN
fis-3081	112	2	.	.	PUNCT
fis-3081	113	1	10	10	NUM
fis-3081	113	2	calculates	calculate	VERB
fis-3081	113	3	the	the	DET
fis-3081	113	4	ultimate	ultimate	ADJ
fis-3081	113	5	static	static	ADJ
fis-3081	113	6	pressure	pressure	NOUN
fis-3081	113	7	load	load	NOUN
fis-3081	113	8	over	over	ADP
fis-3081	113	9	a	a	DET
fis-3081	113	10	simply	simply	ADV
fis-3081	113	11	supported	support	VERB
fis-3081	113	12	beam	beam	NOUN
fis-3081	113	13	based	base	VERB
fis-3081	113	14	on	on	ADP
fis-3081	113	15	the	the	DET
fis-3081	113	16	ultimate	ultimate	ADJ
fis-3081	113	17	moment	moment	NOUN
fis-3081	113	18	capacity	capacity	NOUN
fis-3081	113	19	(	(	PUNCT
fis-3081	113	20	mp	mp	PROPN
fis-3081	113	21	)	)	PUNCT
fis-3081	113	22	.	.	PUNCT
fis-3081	114	1	the	the	DET
fis-3081	114	2	ultimate	ultimate	ADJ
fis-3081	114	3	moment	moment	NOUN
fis-3081	114	4	capacity	capacity	NOUN
fis-3081	114	5	can	can	AUX
fis-3081	114	6	be	be	AUX
fis-3081	114	7	determined	determine	VERB
fis-3081	114	8	using	use	VERB
fis-3081	114	9	the	the	DET
fis-3081	114	10	corresponding	correspond	VERB
fis-3081	114	11	design	design	NOUN
fis-3081	114	12	code	code	NOUN
fis-3081	114	13	:	:	PUNCT
fis-3081	114	14	qu	qu	PROPN
fis-3081	114	15	=	=	NOUN
fis-3081	114	16	2	2	NUM
fis-3081	114	17	8	8	NUM
fis-3081	114	18	pm	pm	NOUN
fis-3081	114	19	bl	bl	INTJ
fis-3081	114	20	(	(	PUNCT
fis-3081	114	21	10	10	NUM
fis-3081	114	22	)	)	PUNCT
fis-3081	114	23	figure	figure	NOUN
fis-3081	114	24	7	7	NUM
fis-3081	114	25	:	:	PUNCT
fis-3081	114	26	max	max	PROPN
fis-3081	114	27	deflection	deflection	NOUN
fis-3081	114	28	of	of	ADP
fis-3081	114	29	elasto	elasto	NOUN
fis-3081	114	30	-	-	PUNCT
fis-3081	114	31	plastic	plastic	NOUN
fis-3081	114	32	,	,	PUNCT
fis-3081	114	33	one	one	NUM
fis-3081	114	34	-	-	PUNCT
fis-3081	114	35	degree	degree	NOUN
fis-3081	114	36	-	-	PUNCT
fis-3081	114	37	of	of	ADP
fis-3081	114	38	-	-	PUNCT
fis-3081	114	39	freedom	freedom	NOUN
fis-3081	114	40	system	system	NOUN
fis-3081	114	41	for	for	ADP
fis-3081	114	42	triangular	triangular	NOUN
fis-3081	114	43	load	load	NOUN
fis-3081	114	44	[	[	X
fis-3081	114	45	4	4	NUM
fis-3081	114	46	]	]	PUNCT
fis-3081	114	47	.	.	PUNCT
fis-3081	115	1	figure	figure	NOUN
fis-3081	115	2	8	8	NUM
fis-3081	115	3	:	:	PUNCT
fis-3081	115	4	the	the	DET
fis-3081	115	5	dynamic	dynamic	ADJ
fis-3081	115	6	reactions	reaction	NOUN
fis-3081	115	7	for	for	ADP
fis-3081	115	8	a	a	DET
fis-3081	115	9	simply	simply	ADV
fis-3081	115	10	supported	support	VERB
fis-3081	115	11	beam	beam	NOUN
fis-3081	115	12	.	.	PUNCT
fis-3081	116	1	m.	m.	NOUN
fis-3081	116	2	t.	t.	PROPN
fis-3081	116	3	nawar	nawar	PROPN
fis-3081	116	4	et	et	PROPN
fis-3081	116	5	alii	alii	PROPN
fis-3081	116	6	,	,	PUNCT
fis-3081	116	7	frattura	frattura	PROPN
fis-3081	116	8	ed	ed	PROPN
fis-3081	116	9	integrità	integrità	PROPN
fis-3081	116	10	strutturale	strutturale	PROPN
fis-3081	116	11	,	,	PUNCT
fis-3081	116	12	57	57	NUM
fis-3081	116	13	(	(	PUNCT
fis-3081	116	14	2021	2021	NUM
fis-3081	116	15	)	)	PUNCT
fis-3081	116	16	259	259	NUM
fis-3081	116	17	-	-	SYM
fis-3081	116	18	280	280	NUM
fis-3081	116	19	;	;	PUNCT
fis-3081	116	20	doi	doi	NOUN
fis-3081	116	21	:	:	PUNCT
fis-3081	116	22	10.3221	10.3221	NUM
fis-3081	116	23	/	/	SYM
fis-3081	116	24	igf	igf	NOUN
fis-3081	116	25	-	-	ADJ
fis-3081	116	26	esis.57.19	esis.57.19	ADJ
fis-3081	116	27	265	265	NUM
fis-3081	116	28	dynamic	dynamic	ADJ
fis-3081	116	29	reaction	reaction	NOUN
fis-3081	116	30	force	force	VERB
fis-3081	116	31	the	the	DET
fis-3081	116	32	dynamic	dynamic	ADJ
fis-3081	116	33	reaction	reaction	NOUN
fis-3081	116	34	forces	force	NOUN
fis-3081	116	35	are	be	AUX
fis-3081	116	36	so	so	ADV
fis-3081	116	37	important	important	ADJ
fis-3081	116	38	in	in	ADP
fis-3081	116	39	shear	shear	NOUN
fis-3081	116	40	design	design	NOUN
fis-3081	116	41	and	and	CCONJ
fis-3081	116	42	can	can	AUX
fis-3081	116	43	be	be	AUX
fis-3081	116	44	estimated	estimate	VERB
fis-3081	116	45	by	by	ADP
fis-3081	116	46	taking	take	VERB
fis-3081	116	47	into	into	ADP
fis-3081	116	48	account	account	NOUN
fis-3081	116	49	the	the	DET
fis-3081	116	50	dynamic	dynamic	ADJ
fis-3081	116	51	equilibrium	equilibrium	NOUN
fis-3081	116	52	of	of	ADP
fis-3081	116	53	the	the	DET
fis-3081	116	54	real	real	ADJ
fis-3081	116	55	element	element	NOUN
fis-3081	116	56	.	.	PUNCT
fis-3081	117	1	fig	fig	NOUN
fis-3081	117	2	.	.	PUNCT
fis-3081	118	1	8	8	NUM
fis-3081	118	2	shows	show	VERB
fis-3081	118	3	a	a	DET
fis-3081	118	4	simply	simply	ADV
fis-3081	118	5	supported	support	VERB
fis-3081	118	6	r.c	r.c	PROPN
fis-3081	118	7	beam	beam	PROPN
fis-3081	118	8	under	under	ADP
fis-3081	118	9	a	a	DET
fis-3081	118	10	uniformly	uniformly	ADV
fis-3081	118	11	distributed	distribute	VERB
fis-3081	118	12	dynamic	dynamic	ADJ
fis-3081	118	13	load	load	NOUN
fis-3081	118	14	.	.	PUNCT
fis-3081	119	1	the	the	DET
fis-3081	119	2	inertia	inertia	NOUN
fis-3081	119	3	of	of	ADP
fis-3081	119	4	the	the	DET
fis-3081	119	5	beam	beam	NOUN
fis-3081	119	6	with	with	ADP
fis-3081	119	7	a	a	DET
fis-3081	119	8	uniformly	uniformly	ADV
fis-3081	119	9	distributed	distribute	VERB
fis-3081	119	10	mass	mass	NOUN
fis-3081	119	11	follows	follow	VERB
fis-3081	119	12	the	the	DET
fis-3081	119	13	same	same	ADJ
fis-3081	119	14	pattern	pattern	NOUN
fis-3081	119	15	as	as	ADP
fis-3081	119	16	the	the	DET
fis-3081	119	17	assumed	assume	VERB
fis-3081	119	18	deflected	deflected	ADJ
fis-3081	119	19	form	form	NOUN
fis-3081	119	20	as	as	SCONJ
fis-3081	119	21	follows	follow	VERB
fis-3081	119	22	:	:	PUNCT
fis-3081	119	23	v(t	v(t	NUM
fis-3081	119	24	)	)	PUNCT
fis-3081	119	25	=	=	PUNCT
fis-3081	119	26	xr	xr	PROPN
fis-3081	119	27	r(t	r(t	PROPN
fis-3081	119	28	)	)	PUNCT
fis-3081	120	1	+	+	CCONJ
fis-3081	120	2	xp	xp	INTJ
fis-3081	120	3	p(t	p(t	NOUN
fis-3081	120	4	)	)	PUNCT
fis-3081	120	5	(	(	PUNCT
fis-3081	120	6	11	11	X
fis-3081	120	7	)	)	PUNCT
fis-3081	120	8	numerical	numerical	ADJ
fis-3081	120	9	simulations	simulation	NOUN
fis-3081	120	10	he	he	PRON
fis-3081	120	11	deflection	deflection	VERB
fis-3081	120	12	capacity	capacity	NOUN
fis-3081	120	13	and	and	CCONJ
fis-3081	120	14	the	the	DET
fis-3081	120	15	dynamic	dynamic	ADJ
fis-3081	120	16	flexural	flexural	ADJ
fis-3081	120	17	toughness	toughness	NOUN
fis-3081	120	18	values	value	NOUN
fis-3081	120	19	of	of	ADP
fis-3081	120	20	r.c	r.c	PROPN
fis-3081	120	21	beams	beam	NOUN
fis-3081	120	22	under	under	ADP
fis-3081	120	23	blast	blast	NOUN
fis-3081	120	24	loading	loading	NOUN
fis-3081	120	25	were	be	AUX
fis-3081	120	26	evaluated	evaluate	VERB
fis-3081	120	27	,	,	PUNCT
fis-3081	120	28	using	use	VERB
fis-3081	120	29	a	a	DET
fis-3081	120	30	nonlinear	nonlinear	ADJ
fis-3081	120	31	explicit	explicit	ADJ
fis-3081	120	32	fe	fe	NOUN
fis-3081	120	33	model	model	NOUN
fis-3081	120	34	.	.	PUNCT
fis-3081	121	1	this	this	DET
fis-3081	121	2	research	research	NOUN
fis-3081	121	3	used	use	VERB
fis-3081	121	4	an	an	DET
fis-3081	121	5	explicit	explicit	ADJ
fis-3081	121	6	dynamic	dynamic	ADJ
fis-3081	121	7	analysis	analysis	NOUN
fis-3081	121	8	based	base	VERB
fis-3081	121	9	on	on	ADP
fis-3081	121	10	the	the	DET
fis-3081	121	11	central	central	ADJ
fis-3081	121	12	difference	difference	NOUN
fis-3081	121	13	integration	integration	NOUN
fis-3081	121	14	rule	rule	NOUN
fis-3081	121	15	.	.	PUNCT
fis-3081	122	1	the	the	DET
fis-3081	122	2	explicit	explicit	ADJ
fis-3081	122	3	analysis	analysis	NOUN
fis-3081	122	4	has	have	VERB
fis-3081	122	5	a	a	DET
fis-3081	122	6	major	major	ADJ
fis-3081	122	7	advantage	advantage	NOUN
fis-3081	122	8	over	over	ADP
fis-3081	122	9	the	the	DET
fis-3081	122	10	implicit	implicit	ADJ
fis-3081	122	11	one	one	NUM
fis-3081	122	12	in	in	ADP
fis-3081	122	13	terms	term	NOUN
fis-3081	122	14	of	of	ADP
fis-3081	122	15	the	the	DET
fis-3081	122	16	absence	absence	NOUN
fis-3081	122	17	of	of	ADP
fis-3081	122	18	a	a	DET
fis-3081	122	19	global	global	ADJ
fis-3081	122	20	tangent	tangent	NOUN
fis-3081	122	21	stiffness	stiffness	NOUN
fis-3081	122	22	matrix	matrix	NOUN
fis-3081	122	23	and	and	CCONJ
fis-3081	122	24	convergence	convergence	NOUN
fis-3081	122	25	problems	problem	NOUN
fis-3081	122	26	[	[	X
fis-3081	122	27	19	19	NUM
fis-3081	122	28	]	]	PUNCT
fis-3081	122	29	.	.	PUNCT
fis-3081	123	1	verification	verification	NOUN
fis-3081	123	2	of	of	ADP
fis-3081	123	3	fe	fe	PROPN
fis-3081	123	4	model	model	NOUN
fis-3081	123	5	the	the	DET
fis-3081	123	6	fe	fe	PROPN
fis-3081	123	7	model	model	NOUN
fis-3081	123	8	has	have	AUX
fis-3081	123	9	been	be	AUX
fis-3081	123	10	validated	validate	VERB
fis-3081	123	11	using	use	VERB
fis-3081	123	12	the	the	DET
fis-3081	123	13	results	result	NOUN
fis-3081	123	14	of	of	ADP
fis-3081	123	15	magnusson	magnusson	PROPN
fis-3081	123	16	and	and	CCONJ
fis-3081	123	17	hallgren	hallgren	PROPN
fis-3081	123	18	's	's	PART
fis-3081	123	19	experimental	experimental	ADJ
fis-3081	123	20	investigation	investigation	NOUN
fis-3081	124	1	[	[	X
fis-3081	124	2	3	3	NUM
fis-3081	124	3	]	]	PUNCT
fis-3081	124	4	.	.	PUNCT
fis-3081	125	1	the	the	DET
fis-3081	125	2	results	result	NOUN
fis-3081	125	3	of	of	ADP
fis-3081	125	4	the	the	DET
fis-3081	125	5	fe	fe	PROPN
fis-3081	125	6	model	model	NOUN
fis-3081	125	7	were	be	AUX
fis-3081	125	8	compared	compare	VERB
fis-3081	125	9	to	to	ADP
fis-3081	125	10	the	the	DET
fis-3081	125	11	deflection	deflection	NOUN
fis-3081	125	12	and	and	CCONJ
fis-3081	125	13	dynamic	dynamic	ADJ
fis-3081	125	14	reaction	reaction	NOUN
fis-3081	125	15	force	force	NOUN
fis-3081	125	16	time	time	NOUN
fis-3081	125	17	histories	history	NOUN
fis-3081	125	18	during	during	ADP
fis-3081	125	19	the	the	DET
fis-3081	125	20	verification	verification	NOUN
fis-3081	125	21	process	process	NOUN
fis-3081	125	22	.	.	PUNCT
fis-3081	126	1	it	it	PRON
fis-3081	126	2	has	have	AUX
fis-3081	126	3	been	be	AUX
fis-3081	126	4	also	also	ADV
fis-3081	126	5	important	important	ADJ
fis-3081	126	6	to	to	PART
fis-3081	126	7	see	see	VERB
fis-3081	126	8	if	if	SCONJ
fis-3081	126	9	the	the	DET
fis-3081	126	10	results	result	NOUN
fis-3081	126	11	obtained	obtain	VERB
fis-3081	126	12	in	in	ADP
fis-3081	126	13	the	the	DET
fis-3081	126	14	numerical	numerical	ADJ
fis-3081	126	15	analysis	analysis	NOUN
fis-3081	126	16	are	be	AUX
fis-3081	126	17	the	the	DET
fis-3081	126	18	same	same	ADJ
fis-3081	126	19	as	as	ADP
fis-3081	126	20	in	in	ADP
fis-3081	126	21	the	the	DET
fis-3081	126	22	experiment	experiment	NOUN
fis-3081	126	23	.	.	PUNCT
fis-3081	127	1	figs	fig	NOUN
fis-3081	127	2	.	.	PUNCT
fis-3081	128	1	9	9	NUM
fis-3081	128	2	and	and	CCONJ
fis-3081	128	3	10	10	NUM
fis-3081	128	4	show	show	VERB
fis-3081	128	5	the	the	DET
fis-3081	128	6	experimental	experimental	ADJ
fis-3081	128	7	setup	setup	NOUN
fis-3081	128	8	of	of	ADP
fis-3081	128	9	the	the	DET
fis-3081	128	10	shock	shock	NOUN
fis-3081	128	11	tube	tube	NOUN
fis-3081	128	12	test	test	NOUN
fis-3081	128	13	in	in	ADP
fis-3081	128	14	addition	addition	NOUN
fis-3081	128	15	to	to	ADP
fis-3081	128	16	the	the	DET
fis-3081	128	17	geometry	geometry	NOUN
fis-3081	128	18	and	and	CCONJ
fis-3081	128	19	reinforcement	reinforcement	NOUN
fis-3081	128	20	details	detail	NOUN
fis-3081	128	21	of	of	ADP
fis-3081	128	22	the	the	DET
fis-3081	128	23	tested	test	VERB
fis-3081	128	24	r.c	r.c	PROPN
fis-3081	128	25	beam	beam	NOUN
fis-3081	128	26	.	.	PUNCT
fis-3081	129	1	a	a	DET
fis-3081	129	2	shock	shock	NOUN
fis-3081	129	3	tube	tube	NOUN
fis-3081	129	4	was	be	AUX
fis-3081	129	5	used	use	VERB
fis-3081	129	6	to	to	PART
fis-3081	129	7	create	create	VERB
fis-3081	129	8	the	the	DET
fis-3081	129	9	air	air	NOUN
fis-3081	129	10	blast	blast	NOUN
fis-3081	129	11	at	at	ADP
fis-3081	129	12	(	(	PUNCT
fis-3081	129	13	swedish	swedish	PROPN
fis-3081	129	14	defense	defense	PROPN
fis-3081	129	15	research	research	NOUN
fis-3081	129	16	agency	agency	NOUN
fis-3081	129	17	)	)	PUNCT
fis-3081	129	18	foi´s	foi´s	PROPN
fis-3081	129	19	testing	testing	NOUN
fis-3081	129	20	ground	ground	NOUN
fis-3081	129	21	in	in	ADP
fis-3081	129	22	märsta	märsta	PROPN
fis-3081	129	23	,	,	PUNCT
fis-3081	129	24	which	which	PRON
fis-3081	129	25	simulates	simulate	VERB
fis-3081	129	26	blast	blast	NOUN
fis-3081	129	27	waves	wave	NOUN
fis-3081	129	28	.	.	PUNCT
fis-3081	130	1	an	an	DET
fis-3081	130	2	r.c	r.c	PROPN
fis-3081	130	3	beam	beam	NOUN
fis-3081	130	4	was	be	AUX
fis-3081	130	5	bolted	bolt	VERB
fis-3081	130	6	and	and	CCONJ
fis-3081	130	7	nutted	nut	VERB
fis-3081	130	8	to	to	ADP
fis-3081	130	9	the	the	DET
fis-3081	130	10	supports	support	NOUN
fis-3081	130	11	to	to	PART
fis-3081	130	12	keep	keep	VERB
fis-3081	130	13	them	they	PRON
fis-3081	130	14	in	in	ADP
fis-3081	130	15	place	place	NOUN
fis-3081	130	16	during	during	ADP
fis-3081	130	17	the	the	DET
fis-3081	130	18	tests	test	NOUN
fis-3081	130	19	.	.	PUNCT
fis-3081	131	1	because	because	SCONJ
fis-3081	131	2	of	of	ADP
fis-3081	131	3	the	the	DET
fis-3081	131	4	bolts	bolt	NOUN
fis-3081	131	5	'	'	PART
fis-3081	131	6	low	low	ADJ
fis-3081	131	7	flexural	flexural	ADJ
fis-3081	131	8	strength	strength	NOUN
fis-3081	131	9	,	,	PUNCT
fis-3081	131	10	the	the	DET
fis-3081	131	11	beams	beam	NOUN
fis-3081	131	12	were	be	AUX
fis-3081	131	13	assumed	assume	VERB
fis-3081	131	14	to	to	PART
fis-3081	131	15	be	be	AUX
fis-3081	131	16	simply	simply	ADV
fis-3081	131	17	supported	support	VERB
fis-3081	131	18	.	.	PUNCT
fis-3081	132	1	furthermore	furthermore	ADV
fis-3081	132	2	,	,	PUNCT
fis-3081	132	3	the	the	DET
fis-3081	132	4	bolt	bolt	NOUN
fis-3081	132	5	holes	hole	VERB
fis-3081	132	6	near	near	ADP
fis-3081	132	7	the	the	DET
fis-3081	132	8	beam	beam	NOUN
fis-3081	132	9	ends	end	NOUN
fis-3081	132	10	were	be	AUX
fis-3081	132	11	rectangular	rectangular	ADJ
fis-3081	132	12	to	to	PART
fis-3081	132	13	allow	allow	VERB
fis-3081	132	14	for	for	ADP
fis-3081	132	15	beam	beam	NOUN
fis-3081	132	16	movement	movement	NOUN
fis-3081	132	17	and	and	CCONJ
fis-3081	132	18	rotation	rotation	NOUN
fis-3081	132	19	[	[	X
fis-3081	132	20	3	3	NUM
fis-3081	132	21	]	]	PUNCT
fis-3081	132	22	.	.	PUNCT
fis-3081	133	1	figure	figure	NOUN
fis-3081	133	2	9	9	NUM
fis-3081	133	3	:	:	PUNCT
fis-3081	133	4	experimental	experimental	ADJ
fis-3081	133	5	air	air	NOUN
fis-3081	133	6	blast	blast	NOUN
fis-3081	133	7	test	test	NOUN
fis-3081	133	8	set	set	VERB
fis-3081	133	9	up	up	ADP
fis-3081	133	10	[	[	X
fis-3081	133	11	3	3	NUM
fis-3081	133	12	]	]	PUNCT
fis-3081	133	13	.	.	PUNCT
fis-3081	134	1	the	the	DET
fis-3081	134	2	material	material	NOUN
fis-3081	134	3	properties	property	NOUN
fis-3081	134	4	and	and	CCONJ
fis-3081	134	5	reinforcement	reinforcement	NOUN
fis-3081	134	6	of	of	ADP
fis-3081	134	7	the	the	DET
fis-3081	134	8	tested	test	VERB
fis-3081	134	9	beam	beam	NOUN
fis-3081	134	10	are	be	AUX
fis-3081	134	11	summarized	summarize	VERB
fis-3081	134	12	in	in	ADP
fis-3081	134	13	tab	tab	NOUN
fis-3081	134	14	.	.	PUNCT
fis-3081	135	1	2	2	X
fis-3081	135	2	.	.	X
fis-3081	135	3	the	the	DET
fis-3081	135	4	reinforcement	reinforcement	NOUN
fis-3081	135	5	ratio	ratio	NOUN
fis-3081	135	6	of	of	ADP
fis-3081	135	7	stirrups	stirrup	NOUN
fis-3081	135	8	and	and	CCONJ
fis-3081	135	9	spacing	spacing	NOUN
fis-3081	135	10	has	have	AUX
fis-3081	135	11	been	be	AUX
fis-3081	135	12	configured	configure	VERB
fis-3081	135	13	to	to	PART
fis-3081	135	14	prevent	prevent	VERB
fis-3081	135	15	the	the	DET
fis-3081	135	16	shear	shear	NOUN
fis-3081	135	17	failure	failure	NOUN
fis-3081	135	18	.	.	PUNCT
fis-3081	136	1	the	the	DET
fis-3081	136	2	beam	beam	NOUN
fis-3081	136	3	was	be	AUX
fis-3081	136	4	loaded	load	VERB
fis-3081	136	5	with	with	ADP
fis-3081	136	6	a	a	DET
fis-3081	136	7	transient	transient	ADJ
fis-3081	136	8	uniform	uniform	ADJ
fis-3081	136	9	pressure	pressure	NOUN
fis-3081	136	10	caused	cause	VERB
fis-3081	136	11	by	by	ADP
fis-3081	136	12	the	the	DET
fis-3081	136	13	explosive	explosive	ADJ
fis-3081	136	14	charge	charge	NOUN
fis-3081	136	15	as	as	SCONJ
fis-3081	136	16	showed	show	VERB
fis-3081	136	17	in	in	ADP
fis-3081	136	18	fig	fig	NOUN
fis-3081	136	19	.	.	PUNCT
fis-3081	137	1	9	9	X
fis-3081	137	2	.	.	X
fis-3081	137	3	tab	tab	NOUN
fis-3081	137	4	.	.	PUNCT
fis-3081	137	5	3	3	NUM
fis-3081	137	6	contains	contain	VERB
fis-3081	137	7	a	a	DET
fis-3081	137	8	summary	summary	NOUN
fis-3081	137	9	of	of	ADP
fis-3081	137	10	the	the	DET
fis-3081	137	11	air	air	NOUN
fis-3081	137	12	blast	blast	NOUN
fis-3081	137	13	test	test	NOUN
fis-3081	137	14	results	result	NOUN
fis-3081	137	15	.	.	PUNCT
fis-3081	138	1	figures	figure	NOUN
fis-3081	138	2	10	10	NUM
fis-3081	138	3	:	:	PUNCT
fis-3081	138	4	geometry	geometry	NOUN
fis-3081	138	5	and	and	CCONJ
fis-3081	138	6	reinforcement	reinforcement	NOUN
fis-3081	138	7	details	detail	NOUN
fis-3081	138	8	of	of	ADP
fis-3081	138	9	the	the	DET
fis-3081	138	10	tested	test	VERB
fis-3081	138	11	beam	beam	NOUN
fis-3081	138	12	.	.	PUNCT
fis-3081	139	1	(	(	PUNCT
fis-3081	139	2	a	a	X
fis-3081	139	3	)	)	PUNCT
fis-3081	139	4	plan	plan	NOUN
fis-3081	139	5	;	;	PUNCT
fis-3081	139	6	(	(	PUNCT
fis-3081	139	7	b	b	X
fis-3081	139	8	)	)	PUNCT
fis-3081	139	9	elevation	elevation	NOUN
fis-3081	139	10	;	;	PUNCT
fis-3081	139	11	(	(	PUNCT
fis-3081	139	12	c	c	X
fis-3081	139	13	)	)	PUNCT
fis-3081	139	14	cross	cross	NOUN
fis-3081	139	15	section	section	NOUN
fis-3081	139	16	[	[	X
fis-3081	139	17	3	3	NUM
fis-3081	139	18	]	]	PUNCT
fis-3081	139	19	.	.	PUNCT
fis-3081	140	1	t	t	PROPN
fis-3081	140	2	m.	m.	NOUN
fis-3081	140	3	t.	t.	PROPN
fis-3081	140	4	nawar	nawar	PROPN
fis-3081	140	5	et	et	PROPN
fis-3081	140	6	alii	alii	PROPN
fis-3081	140	7	,	,	PUNCT
fis-3081	140	8	frattura	frattura	PROPN
fis-3081	140	9	ed	ed	PROPN
fis-3081	140	10	integrità	integrità	PROPN
fis-3081	140	11	strutturale	strutturale	PROPN
fis-3081	140	12	,	,	PUNCT
fis-3081	140	13	57	57	NUM
fis-3081	140	14	(	(	PUNCT
fis-3081	140	15	2021	2021	NUM
fis-3081	140	16	)	)	PUNCT
fis-3081	140	17	259	259	NUM
fis-3081	140	18	-	-	SYM
fis-3081	140	19	280	280	NUM
fis-3081	140	20	;	;	PUNCT
fis-3081	140	21	doi	doi	NOUN
fis-3081	140	22	:	:	PUNCT
fis-3081	140	23	10.3221	10.3221	NUM
fis-3081	140	24	/	/	SYM
fis-3081	140	25	igf	igf	NOUN
fis-3081	140	26	-	-	ADJ
fis-3081	140	27	esis.57.19	esis.57.19	ADJ
fis-3081	140	28	266	266	NUM
fis-3081	140	29	beam	beam	NOUN
fis-3081	140	30	type	type	NOUN
fis-3081	141	1	d	d	PROPN
fis-3081	141	2	(	(	PUNCT
fis-3081	141	3	m	m	PROPN
fis-3081	141	4	)	)	PUNCT
fis-3081	141	5	fc	fc	PROPN
fis-3081	141	6	,	,	PUNCT
fis-3081	141	7	cub	cub	PROPN
fis-3081	141	8	(	(	PUNCT
fis-3081	141	9	mpa	mpa	PROPN
fis-3081	141	10	)	)	PUNCT
fis-3081	141	11	fsp	fsp	PROPN
fis-3081	141	12	(	(	PUNCT
fis-3081	141	13	mpa	mpa	PROPN
fis-3081	141	14	)	)	PUNCT
fis-3081	141	15	dmax	dmax	PROPN
fis-3081	141	16	(	(	PUNCT
fis-3081	141	17	mm	mm	NOUN
fis-3081	141	18	)	)	PUNCT
fis-3081	141	19	fy	fy	PROPN
fis-3081	141	20	(	(	PUNCT
fis-3081	141	21	mpa	mpa	PROPN
fis-3081	141	22	)	)	PUNCT
fis-3081	142	1	ρf	ρf	PROPN
fis-3081	142	2	(	(	PUNCT
fis-3081	142	3	%	%	INTJ
fis-3081	142	4	)	)	PUNCT
fis-3081	142	5	av	av	PROPN
fis-3081	142	6	/	/	SYM
fis-3081	142	7	s	s	X
fis-3081	142	8	(	(	PUNCT
fis-3081	142	9	mm	mm	INTJ
fis-3081	142	10	)	)	PUNCT
fis-3081	142	11	s	s	PROPN
fis-3081	142	12	(	(	PUNCT
fis-3081	142	13	m	m	NOUN
fis-3081	142	14	)	)	PUNCT
fis-3081	142	15	s	s	PROPN
fis-3081	142	16	/	/	SYM
fis-3081	142	17	d	d	NOUN
fis-3081	142	18	b40	b40	NOUN
fis-3081	142	19	0.13	0.13	NUM
fis-3081	142	20	53.8	53.8	NUM
fis-3081	142	21	4.6	4.6	NUM
fis-3081	142	22	25	25	NUM
fis-3081	142	23	604	604	NUM
fis-3081	142	24	2.5	2.5	NUM
fis-3081	142	25	0.54	0.54	NUM
fis-3081	142	26	0.2	0.2	NUM
fis-3081	142	27	1.5	1.5	NUM
fis-3081	142	28	table	table	NOUN
fis-3081	142	29	2	2	NUM
fis-3081	142	30	:	:	PUNCT
fis-3081	142	31	material	material	NOUN
fis-3081	142	32	properties	property	NOUN
fis-3081	142	33	and	and	CCONJ
fis-3081	142	34	reinforcement	reinforcement	NOUN
fis-3081	142	35	of	of	ADP
fis-3081	142	36	tested	test	VERB
fis-3081	142	37	beam	beam	NOUN
fis-3081	142	38	.	.	PUNCT
fis-3081	143	1	beam	beam	NOUN
fis-3081	143	2	type	type	NOUN
fis-3081	143	3	q	q	PROPN
fis-3081	143	4	(	(	PUNCT
fis-3081	143	5	kg	kg	NOUN
fis-3081	143	6	)	)	PUNCT
fis-3081	143	7	p	p	NOUN
fis-3081	143	8	(	(	PUNCT
fis-3081	143	9	kpa	kpa	PROPN
fis-3081	143	10	)	)	PUNCT
fis-3081	144	1	i	i	PROPN
fis-3081	144	2	(	(	PUNCT
fis-3081	144	3	kpa	kpa	PROPN
fis-3081	144	4	)	)	PUNCT
fis-3081	144	5	f	f	PROPN
fis-3081	144	6	tot	tot	PROPN
fis-3081	144	7	,	,	PUNCT
fis-3081	144	8	u	u	PROPN
fis-3081	144	9	(	(	PUNCT
fis-3081	144	10	kn	kn	PROPN
fis-3081	144	11	)	)	PUNCT
fis-3081	144	12	ym	ym	PROPN
fis-3081	144	13	(	(	PUNCT
fis-3081	144	14	mm	mm	INTJ
fis-3081	144	15	)	)	PUNCT
fis-3081	144	16	b40	b40	NOUN
fis-3081	144	17	-	-	PUNCT
fis-3081	144	18	d4	d4	PROPN
fis-3081	144	19	2.5	2.5	NUM
fis-3081	144	20	1249	1249	NUM
fis-3081	144	21	6.4	6.4	NUM
fis-3081	144	22	348	348	NUM
fis-3081	144	23	17.5	17.5	NUM
fis-3081	144	24	table	table	NOUN
fis-3081	144	25	3	3	NUM
fis-3081	144	26	:	:	PUNCT
fis-3081	144	27	results	result	NOUN
fis-3081	144	28	of	of	ADP
fis-3081	144	29	blast	blast	NOUN
fis-3081	144	30	tests	test	NOUN
fis-3081	144	31	.	.	PUNCT
fis-3081	145	1	approximation	approximation	NOUN
fis-3081	145	2	of	of	ADP
fis-3081	145	3	pressure	pressure	NOUN
fis-3081	145	4	loads	load	VERB
fis-3081	145	5	the	the	DET
fis-3081	145	6	pressure	pressure	NOUN
fis-3081	145	7	-	-	PUNCT
fis-3081	145	8	time	time	NOUN
fis-3081	145	9	function	function	NOUN
fis-3081	145	10	of	of	ADP
fis-3081	145	11	the	the	DET
fis-3081	145	12	air	air	NOUN
fis-3081	145	13	blast	blast	NOUN
fis-3081	145	14	test	test	NOUN
fis-3081	145	15	was	be	AUX
fis-3081	145	16	approximated	approximate	VERB
fis-3081	145	17	with	with	ADP
fis-3081	145	18	the	the	DET
fis-3081	145	19	linear	linear	ADJ
fis-3081	145	20	piecewise	piecewise	NOUN
fis-3081	145	21	pressure	pressure	NOUN
fis-3081	145	22	-	-	PUNCT
fis-3081	145	23	time	time	NOUN
fis-3081	145	24	function	function	NOUN
fis-3081	145	25	.	.	PUNCT
fis-3081	146	1	fig	fig	NOUN
fis-3081	146	2	.	.	PUNCT
fis-3081	147	1	11	11	NUM
fis-3081	147	2	shows	show	VERB
fis-3081	147	3	the	the	DET
fis-3081	147	4	pressure	pressure	NOUN
fis-3081	147	5	time	time	NOUN
fis-3081	147	6	history	history	NOUN
fis-3081	147	7	approximation	approximation	NOUN
fis-3081	147	8	obtained	obtain	VERB
fis-3081	147	9	from	from	ADP
fis-3081	147	10	the	the	DET
fis-3081	147	11	beam	beam	NOUN
fis-3081	147	12	(	(	PUNCT
fis-3081	147	13	b40	b40	NOUN
fis-3081	147	14	-	-	PUNCT
fis-3081	147	15	d4	d4	NOUN
fis-3081	147	16	)	)	PUNCT
fis-3081	147	17	test	test	NOUN
fis-3081	147	18	.	.	PUNCT
fis-3081	148	1	the	the	DET
fis-3081	148	2	linear	linear	ADJ
fis-3081	148	3	piecewise	piecewise	NOUN
fis-3081	148	4	function	function	NOUN
fis-3081	148	5	fits	fit	VERB
fis-3081	148	6	the	the	DET
fis-3081	148	7	registered	register	VERB
fis-3081	148	8	pressure	pressure	NOUN
fis-3081	148	9	curve	curve	NOUN
fis-3081	148	10	well	well	ADV
fis-3081	148	11	,	,	PUNCT
fis-3081	148	12	whereas	whereas	SCONJ
fis-3081	148	13	up	up	ADP
fis-3081	148	14	to	to	ADP
fis-3081	148	15	a	a	DET
fis-3081	148	16	period	period	NOUN
fis-3081	148	17	of	of	ADP
fis-3081	148	18	about	about	ADV
fis-3081	148	19	10	10	NUM
fis-3081	148	20	ms	ms	NOUN
fis-3081	148	21	,	,	PUNCT
fis-3081	148	22	which	which	PRON
fis-3081	148	23	is	be	AUX
fis-3081	148	24	the	the	DET
fis-3081	148	25	point	point	NOUN
fis-3081	148	26	of	of	ADP
fis-3081	148	27	time	time	NOUN
fis-3081	148	28	corresponding	correspond	VERB
fis-3081	148	29	to	to	ADP
fis-3081	148	30	maximum	maximum	ADJ
fis-3081	148	31	deflection	deflection	NOUN
fis-3081	148	32	.	.	PUNCT
fis-3081	149	1	tab	tab	NOUN
fis-3081	149	2	.	.	PUNCT
fis-3081	149	3	4	4	NUM
fis-3081	149	4	shows	show	VERB
fis-3081	149	5	data	datum	NOUN
fis-3081	149	6	for	for	ADP
fis-3081	149	7	approximated	approximate	VERB
fis-3081	149	8	linear	linear	ADJ
fis-3081	149	9	piecewise	piecewise	NOUN
fis-3081	149	10	pressure	pressure	NOUN
fis-3081	149	11	loads	load	NOUN
fis-3081	149	12	,	,	PUNCT
fis-3081	149	13	while	while	SCONJ
fis-3081	149	14	tab	tab	NOUN
fis-3081	149	15	.	.	NOUN
fis-3081	149	16	5	5	NUM
fis-3081	149	17	shows	show	VERB
fis-3081	149	18	data	datum	NOUN
fis-3081	149	19	for	for	ADP
fis-3081	149	20	approximated	approximate	VERB
fis-3081	149	21	triangular	triangular	NOUN
fis-3081	149	22	pressure	pressure	NOUN
fis-3081	149	23	loads	load	NOUN
fis-3081	149	24	for	for	ADP
fis-3081	149	25	the	the	DET
fis-3081	149	26	beam	beam	NOUN
fis-3081	149	27	(	(	PUNCT
fis-3081	149	28	b40	b40	NOUN
fis-3081	149	29	-	-	PUNCT
fis-3081	149	30	d4	d4	PROPN
fis-3081	149	31	)	)	PUNCT
fis-3081	149	32	analysis	analysis	NOUN
fis-3081	149	33	.	.	PUNCT
fis-3081	150	1	t	t	PROPN
fis-3081	150	2	(	(	PUNCT
fis-3081	150	3	ms	ms	PROPN
fis-3081	150	4	)	)	PUNCT
fis-3081	150	5	0	0	NUM
fis-3081	150	6	.07	.07	NUM
fis-3081	150	7	1.97	1.97	NUM
fis-3081	150	8	2.87	2.87	NUM
fis-3081	150	9	4.77	4.77	NUM
fis-3081	150	10	5.42	5.42	NUM
fis-3081	150	11	7.47	7.47	NUM
fis-3081	150	12	8.17	8.17	NUM
fis-3081	150	13	9.47	9.47	NUM
fis-3081	150	14	15	15	NUM
fis-3081	150	15	20	20	NUM
fis-3081	150	16	25	25	NUM
fis-3081	150	17	p	p	NOUN
fis-3081	150	18	(	(	PUNCT
fis-3081	150	19	kpa	kpa	PROPN
fis-3081	150	20	)	)	PUNCT
fis-3081	150	21	0	0	NUM
fis-3081	151	1	1170	1170	NUM
fis-3081	151	2	610	610	NUM
fis-3081	151	3	710	710	NUM
fis-3081	151	4	410	410	NUM
fis-3081	152	1	500	500	NUM
fis-3081	152	2	250	250	NUM
fis-3081	152	3	380	380	NUM
fis-3081	152	4	210	210	NUM
fis-3081	152	5	100	100	NUM
fis-3081	152	6	45	45	NUM
fis-3081	152	7	0	0	NUM
fis-3081	152	8	table	table	NOUN
fis-3081	152	9	4	4	NUM
fis-3081	152	10	:	:	PUNCT
fis-3081	152	11	approximated	approximate	VERB
fis-3081	152	12	linear	linear	ADJ
fis-3081	152	13	piecewise	piecewise	NOUN
fis-3081	152	14	pressure	pressure	NOUN
fis-3081	152	15	.	.	PUNCT
fis-3081	153	1	t	t	PROPN
fis-3081	153	2	(	(	PUNCT
fis-3081	153	3	ms	ms	PROPN
fis-3081	153	4	)	)	PUNCT
fis-3081	153	5	0	0	NUM
fis-3081	154	1	12	12	NUM
fis-3081	154	2	p	p	NOUN
fis-3081	154	3	(	(	PUNCT
fis-3081	154	4	kpa	kpa	PROPN
fis-3081	154	5	)	)	PUNCT
fis-3081	154	6	870	870	NUM
fis-3081	154	7	0	0	NUM
fis-3081	154	8	table	table	NOUN
fis-3081	154	9	5	5	NUM
fis-3081	154	10	:	:	PUNCT
fis-3081	154	11	triangular	triangular	NOUN
fis-3081	154	12	pressure	pressure	NOUN
fis-3081	154	13	.	.	PUNCT
fis-3081	155	1	figures	figure	NOUN
fis-3081	155	2	11	11	NUM
fis-3081	155	3	:	:	PUNCT
fis-3081	155	4	piecewise	piecewise	NOUN
fis-3081	155	5	linear	linear	ADJ
fis-3081	155	6	approximation	approximation	NOUN
fis-3081	155	7	of	of	ADP
fis-3081	155	8	the	the	DET
fis-3081	155	9	pressure	pressure	NOUN
fis-3081	155	10	time	time	NOUN
fis-3081	155	11	history	history	NOUN
fis-3081	155	12	of	of	ADP
fis-3081	155	13	the	the	DET
fis-3081	155	14	tested	test	VERB
fis-3081	155	15	beam	beam	NOUN
fis-3081	155	16	.	.	PUNCT
fis-3081	156	1	the	the	DET
fis-3081	156	2	r.c	r.c	PROPN
fis-3081	156	3	beams	beam	NOUN
fis-3081	156	4	were	be	AUX
fis-3081	156	5	modeled	model	VERB
fis-3081	156	6	using	use	VERB
fis-3081	156	7	abaqus	abaqus	NOUN
fis-3081	156	8	/	/	SYM
fis-3081	156	9	explicit	explicit	ADJ
fis-3081	156	10	version	version	NOUN
fis-3081	156	11	6.14[19	6.14[19	NOUN
fis-3081	156	12	]	]	PUNCT
fis-3081	156	13	.	.	PUNCT
fis-3081	157	1	fig	fig	NOUN
fis-3081	157	2	.	.	PUNCT
fis-3081	158	1	12	12	NUM
fis-3081	158	2	shows	show	VERB
fis-3081	158	3	the	the	DET
fis-3081	158	4	model	model	NOUN
fis-3081	158	5	's	's	PART
fis-3081	158	6	geometry	geometry	NOUN
fis-3081	158	7	,	,	PUNCT
fis-3081	158	8	stirrup	stirrup	NOUN
fis-3081	158	9	configuration	configuration	NOUN
fis-3081	158	10	,	,	PUNCT
fis-3081	158	11	longitudinal	longitudinal	ADJ
fis-3081	158	12	reinforcement	reinforcement	NOUN
fis-3081	158	13	,	,	PUNCT
fis-3081	158	14	and	and	CCONJ
fis-3081	158	15	boundary	boundary	ADJ
fis-3081	158	16	conditions	condition	NOUN
fis-3081	158	17	.	.	PUNCT
fis-3081	159	1	an	an	DET
fis-3081	159	2	8	8	NUM
fis-3081	159	3	-	-	PUNCT
fis-3081	159	4	node	node	ADJ
fis-3081	159	5	solid	solid	ADJ
fis-3081	159	6	element	element	NOUN
fis-3081	159	7	(	(	PUNCT
fis-3081	159	8	c3d8	c3d8	X
fis-3081	159	9	)	)	PUNCT
fis-3081	159	10	was	be	AUX
fis-3081	159	11	used	use	VERB
fis-3081	159	12	to	to	PART
fis-3081	159	13	mesh	mesh	VERB
fis-3081	159	14	the	the	DET
fis-3081	159	15	concrete	concrete	ADJ
fis-3081	159	16	and	and	CCONJ
fis-3081	159	17	plates	plate	NOUN
fis-3081	159	18	.	.	PUNCT
fis-3081	160	1	both	both	DET
fis-3081	160	2	stirrups	stirrup	NOUN
fis-3081	160	3	and	and	CCONJ
fis-3081	160	4	longitudinal	longitudinal	ADJ
fis-3081	160	5	reinforcement	reinforcement	NOUN
fis-3081	160	6	were	be	AUX
fis-3081	160	7	discretized	discretize	VERB
fis-3081	160	8	by	by	ADP
fis-3081	160	9	a	a	DET
fis-3081	160	10	2	2	NUM
fis-3081	160	11	-	-	PUNCT
fis-3081	160	12	node	node	NOUN
fis-3081	160	13	,	,	PUNCT
fis-3081	160	14	three	three	NUM
fis-3081	160	15	-	-	PUNCT
fis-3081	160	16	dimensional	dimensional	ADJ
fis-3081	160	17	truss	truss	ADJ
fis-3081	160	18	element	element	NOUN
fis-3081	160	19	(	(	PUNCT
fis-3081	160	20	t3d2	t3d2	NOUN
fis-3081	160	21	)	)	PUNCT
fis-3081	160	22	.	.	PUNCT
fis-3081	161	1	as	as	SCONJ
fis-3081	161	2	shown	show	VERB
fis-3081	161	3	in	in	ADP
fis-3081	161	4	fig	fig	NOUN
fis-3081	161	5	.	.	PUNCT
fis-3081	162	1	13	13	NUM
fis-3081	162	2	,	,	PUNCT
fis-3081	162	3	the	the	DET
fis-3081	162	4	whole	whole	ADJ
fis-3081	162	5	model	model	NOUN
fis-3081	162	6	was	be	AUX
fis-3081	162	7	discretized	discretize	VERB
fis-3081	162	8	with	with	ADP
fis-3081	162	9	a	a	DET
fis-3081	162	10	12.5	12.5	NUM
fis-3081	162	11	by	by	ADP
fis-3081	162	12	12.5	12.5	NUM
fis-3081	162	13	mm	mm	PROPN
fis-3081	162	14	uniform	uniform	NOUN
fis-3081	162	15	mesh	mesh	NOUN
fis-3081	162	16	.	.	PUNCT
fis-3081	163	1	the	the	DET
fis-3081	163	2	element	element	NOUN
fis-3081	163	3	sizes	size	NOUN
fis-3081	163	4	were	be	AUX
fis-3081	163	5	chosen	choose	VERB
fis-3081	163	6	to	to	PART
fis-3081	163	7	be	be	AUX
fis-3081	163	8	small	small	ADJ
fis-3081	163	9	enough	enough	ADV
fis-3081	163	10	to	to	PART
fis-3081	163	11	achieve	achieve	VERB
fis-3081	163	12	convergence	convergence	NOUN
fis-3081	163	13	in	in	ADP
fis-3081	163	14	the	the	DET
fis-3081	163	15	results	result	NOUN
fis-3081	163	16	[	[	X
fis-3081	163	17	20	20	NUM
fis-3081	163	18	]	]	PUNCT
fis-3081	163	19	.	.	PUNCT
fis-3081	164	1	m.	m.	PROPN
fis-3081	164	2	t.	t.	PROPN
fis-3081	164	3	nawar	nawar	PROPN
fis-3081	164	4	et	et	PROPN
fis-3081	164	5	alii	alii	PROPN
fis-3081	164	6	,	,	PUNCT
fis-3081	164	7	frattura	frattura	PROPN
fis-3081	164	8	ed	ed	PROPN
fis-3081	164	9	integrità	integrità	PROPN
fis-3081	164	10	strutturale	strutturale	PROPN
fis-3081	164	11	,	,	PUNCT
fis-3081	164	12	57	57	NUM
fis-3081	164	13	(	(	PUNCT
fis-3081	164	14	2021	2021	NUM
fis-3081	164	15	)	)	PUNCT
fis-3081	164	16	259	259	NUM
fis-3081	164	17	-	-	SYM
fis-3081	164	18	280	280	NUM
fis-3081	164	19	;	;	PUNCT
fis-3081	164	20	doi	doi	NOUN
fis-3081	164	21	:	:	PUNCT
fis-3081	164	22	10.3221	10.3221	NUM
fis-3081	164	23	/	/	SYM
fis-3081	164	24	igf	igf	NOUN
fis-3081	164	25	-	-	ADJ
fis-3081	164	26	esis.57.19	esis.57.19	NOUN
fis-3081	164	27	267	267	NUM
fis-3081	164	28	figure	figure	NOUN
fis-3081	164	29	12	12	NUM
fis-3081	164	30	:	:	PUNCT
fis-3081	164	31	geometry	geometry	NOUN
fis-3081	164	32	of	of	ADP
fis-3081	164	33	a	a	DET
fis-3081	164	34	modeled	model	VERB
fis-3081	164	35	beam	beam	NOUN
fis-3081	164	36	and	and	CCONJ
fis-3081	164	37	applied	apply	VERB
fis-3081	164	38	boundary	boundary	ADJ
fis-3081	164	39	conditions	condition	NOUN
fis-3081	164	40	.	.	PUNCT
fis-3081	165	1	figure	figure	VERB
fis-3081	165	2	13	13	NUM
fis-3081	165	3	:	:	PUNCT
fis-3081	165	4	meshing	meshing	NOUN
fis-3081	165	5	of	of	ADP
fis-3081	165	6	r.c	r.c	PROPN
fis-3081	165	7	beam	beam	PROPN
fis-3081	165	8	model	model	NOUN
fis-3081	165	9	.	.	PUNCT
fis-3081	166	1	to	to	PART
fis-3081	166	2	simulate	simulate	VERB
fis-3081	166	3	the	the	DET
fis-3081	166	4	concrete	concrete	ADJ
fis-3081	166	5	behavior	behavior	NOUN
fis-3081	166	6	of	of	ADP
fis-3081	166	7	beams	beam	NOUN
fis-3081	166	8	,	,	PUNCT
fis-3081	166	9	the	the	DET
fis-3081	166	10	concrete	concrete	ADJ
fis-3081	166	11	damage	damage	NOUN
fis-3081	166	12	plasticity	plasticity	NOUN
fis-3081	166	13	(	(	PUNCT
fis-3081	166	14	cdp	cdp	NOUN
fis-3081	166	15	)	)	PUNCT
fis-3081	166	16	model	model	NOUN
fis-3081	166	17	was	be	AUX
fis-3081	166	18	used	use	VERB
fis-3081	166	19	according	accord	VERB
fis-3081	166	20	to	to	ADP
fis-3081	166	21	abaqus	abaqus	NOUN
fis-3081	166	22	theory	theory	NOUN
fis-3081	166	23	manual	manual	NOUN
fis-3081	166	24	6.14	6.14	NUM
fis-3081	166	25	[	[	X
fis-3081	166	26	19	19	NUM
fis-3081	166	27	]	]	PUNCT
fis-3081	166	28	.	.	PUNCT
fis-3081	167	1	the	the	DET
fis-3081	167	2	cdp	cdp	PROPN
fis-3081	167	3	model	model	NOUN
fis-3081	167	4	is	be	AUX
fis-3081	167	5	intended	intend	VERB
fis-3081	167	6	to	to	PART
fis-3081	167	7	analyze	analyze	VERB
fis-3081	167	8	the	the	DET
fis-3081	167	9	overall	overall	ADJ
fis-3081	167	10	behavior	behavior	NOUN
fis-3081	167	11	of	of	ADP
fis-3081	167	12	concrete	concrete	ADJ
fis-3081	167	13	structures	structure	NOUN
fis-3081	167	14	exposed	expose	VERB
fis-3081	167	15	to	to	ADP
fis-3081	167	16	dynamic	dynamic	ADJ
fis-3081	167	17	loads	load	NOUN
fis-3081	167	18	.	.	PUNCT
fis-3081	168	1	the	the	DET
fis-3081	168	2	main	main	ADJ
fis-3081	168	3	failure	failure	NOUN
fis-3081	168	4	mechanism	mechanism	NOUN
fis-3081	168	5	of	of	ADP
fis-3081	168	6	concrete	concrete	NOUN
fis-3081	168	7	is	be	AUX
fis-3081	168	8	thought	think	VERB
fis-3081	168	9	to	to	PART
fis-3081	168	10	be	be	AUX
fis-3081	168	11	tension	tension	NOUN
fis-3081	168	12	cracking	cracking	NOUN
fis-3081	168	13	and	and	CCONJ
fis-3081	168	14	compression	compression	NOUN
fis-3081	168	15	crushing	crush	VERB
fis-3081	168	16	.	.	PUNCT
fis-3081	169	1	figs	fig	NOUN
fis-3081	169	2	.	.	PUNCT
fis-3081	170	1	14	14	NUM
fis-3081	170	2	show	show	VERB
fis-3081	170	3	the	the	DET
fis-3081	170	4	simulated	simulated	ADJ
fis-3081	170	5	response	response	NOUN
fis-3081	170	6	of	of	ADP
fis-3081	170	7	concrete	concrete	NOUN
fis-3081	170	8	to	to	ADP
fis-3081	170	9	uniaxial	uniaxial	ADJ
fis-3081	170	10	loading	loading	NOUN
fis-3081	170	11	in	in	ADP
fis-3081	170	12	tension	tension	NOUN
fis-3081	170	13	and	and	CCONJ
fis-3081	170	14	compression	compression	NOUN
fis-3081	170	15	.	.	PUNCT
fis-3081	171	1	a	a	DET
fis-3081	171	2	)	)	PUNCT
fis-3081	171	3	stress	stress	NOUN
fis-3081	171	4	-	-	PUNCT
fis-3081	171	5	strain	strain	NOUN
fis-3081	171	6	due	due	ADP
fis-3081	171	7	to	to	ADP
fis-3081	171	8	tension	tension	NOUN
fis-3081	171	9	b	b	NUM
fis-3081	171	10	)	)	PUNCT
fis-3081	171	11	stress	stress	NOUN
fis-3081	171	12	-	-	PUNCT
fis-3081	171	13	strain	strain	NOUN
fis-3081	171	14	due	due	ADJ
fis-3081	171	15	to	to	PART
fis-3081	171	16	compression	compression	NOUN
fis-3081	171	17	figure	figure	NOUN
fis-3081	171	18	14	14	NUM
fis-3081	171	19	:	:	PUNCT
fis-3081	171	20	response	response	NOUN
fis-3081	171	21	of	of	ADP
fis-3081	171	22	concrete	concrete	NOUN
fis-3081	171	23	to	to	ADP
fis-3081	171	24	uniaxial	uniaxial	ADJ
fis-3081	171	25	loading	loading	NOUN
fis-3081	171	26	.	.	PUNCT
fis-3081	172	1	the	the	DET
fis-3081	172	2	material	material	NOUN
fis-3081	172	3	model	model	NOUN
fis-3081	172	4	cdp	cdp	PROPN
fis-3081	172	5	requires	require	VERB
fis-3081	172	6	the	the	DET
fis-3081	172	7	different	different	ADJ
fis-3081	172	8	constants	constant	NOUN
fis-3081	172	9	to	to	PART
fis-3081	172	10	be	be	AUX
fis-3081	172	11	defined	define	VERB
fis-3081	172	12	in	in	ADP
fis-3081	172	13	all	all	DET
fis-3081	172	14	stages	stage	NOUN
fis-3081	172	15	:	:	PUNCT
fis-3081	172	16	the	the	DET
fis-3081	172	17	elasticity	elasticity	NOUN
fis-3081	172	18	stage	stage	NOUN
fis-3081	172	19	(	(	PUNCT
fis-3081	172	20	modulus	modulus	NOUN
fis-3081	172	21	of	of	ADP
fis-3081	172	22	elasticity	elasticity	NOUN
fis-3081	172	23	and	and	CCONJ
fis-3081	172	24	poisson	poisson	NOUN
fis-3081	172	25	's	's	PART
fis-3081	172	26	ratio	ratio	NOUN
fis-3081	172	27	)	)	PUNCT
fis-3081	172	28	,	,	PUNCT
fis-3081	172	29	the	the	DET
fis-3081	172	30	plasticity	plasticity	NOUN
fis-3081	172	31	stage	stage	NOUN
fis-3081	172	32	(	(	PUNCT
fis-3081	172	33	plasticity	plasticity	NOUN
fis-3081	172	34	parameters	parameter	NOUN
fis-3081	172	35	,	,	PUNCT
fis-3081	172	36	compressive	compressive	ADJ
fis-3081	172	37	behavior	behavior	NOUN
fis-3081	172	38	,	,	PUNCT
fis-3081	172	39	tension	tension	NOUN
fis-3081	172	40	behavior).as	behavior).as	NOUN
fis-3081	172	41	mentioned	mention	VERB
fis-3081	172	42	in	in	ADP
fis-3081	172	43	the	the	DET
fis-3081	172	44	abaqus	abaqus	PROPN
fis-3081	172	45	theory	theory	NOUN
fis-3081	172	46	manual	manual	NOUN
fis-3081	172	47	6.14	6.14	NUM
fis-3081	172	48	[	[	X
fis-3081	172	49	19	19	NUM
fis-3081	172	50	]	]	PUNCT
fis-3081	172	51	the	the	DET
fis-3081	172	52	definitions	definition	NOUN
fis-3081	172	53	of	of	ADP
fis-3081	172	54	other	other	ADJ
fis-3081	172	55	parameters	parameter	NOUN
fis-3081	172	56	can	can	AUX
fis-3081	172	57	be	be	AUX
fis-3081	172	58	outlined	outline	VERB
fis-3081	172	59	as	as	SCONJ
fis-3081	172	60	follows	follow	VERB
fis-3081	172	61	:	:	PUNCT
fis-3081	172	62	the	the	DET
fis-3081	172	63	dilation	dilation	NOUN
fis-3081	172	64	angle	angle	NOUN
fis-3081	172	65	equals	equal	VERB
fis-3081	172	66	30	30	NUM
fis-3081	172	67	°	°	NOUN
fis-3081	172	68	in	in	ADP
fis-3081	172	69	the	the	DET
fis-3081	172	70	present	present	ADJ
fis-3081	172	71	study	study	NOUN
fis-3081	172	72	;	;	PUNCT
fis-3081	172	73	and	and	CCONJ
fis-3081	172	74	ψ	ψ	NOUN
fis-3081	172	75	describes	describe	VERB
fis-3081	172	76	the	the	DET
fis-3081	172	77	performance	performance	NOUN
fis-3081	172	78	of	of	ADP
fis-3081	172	79	concrete	concrete	NOUN
fis-3081	172	80	under	under	ADP
fis-3081	172	81	compound	compound	NOUN
fis-3081	172	82	stress	stress	NOUN
fis-3081	172	83	.	.	PUNCT
fis-3081	173	1	the	the	DET
fis-3081	173	2	eccentricity	eccentricity	NOUN
fis-3081	173	3	is	be	AUX
fis-3081	173	4	recommended	recommend	VERB
fis-3081	173	5	to	to	PART
fis-3081	173	6	be	be	AUX
fis-3081	173	7	assumed	assume	VERB
fis-3081	173	8	as	as	ADP
fis-3081	173	9	0.1	0.1	NUM
fis-3081	173	10	,	,	PUNCT
fis-3081	173	11	the	the	DET
fis-3081	173	12	ratio	ratio	NOUN
fis-3081	173	13	between	between	ADP
fis-3081	173	14	tensile	tensile	NOUN
fis-3081	173	15	and	and	CCONJ
fis-3081	173	16	compressive	compressive	ADJ
fis-3081	173	17	strength	strength	NOUN
fis-3081	173	18	.	.	PUNCT
fis-3081	174	1	the	the	DET
fis-3081	174	2	ratio	ratio	NOUN
fis-3081	174	3	between	between	ADP
fis-3081	174	4	the	the	DET
fis-3081	174	5	strength	strength	NOUN
fis-3081	174	6	in	in	ADP
fis-3081	174	7	the	the	DET
fis-3081	174	8	biaxial	biaxial	ADJ
fis-3081	174	9	state	state	NOUN
fis-3081	174	10	and	and	CCONJ
fis-3081	174	11	that	that	SCONJ
fis-3081	174	12	in	in	ADP
fis-3081	174	13	the	the	DET
fis-3081	174	14	uniaxial	uniaxial	ADJ
fis-3081	174	15	state	state	NOUN
fis-3081	174	16	fb0	fb0	PROPN
fis-3081	174	17	/	/	SYM
fis-3081	174	18	fc0	fc0	PROPN
fis-3081	174	19	equals	equal	VERB
fis-3081	174	20	1.16	1.16	NUM
fis-3081	174	21	as	as	ADP
fis-3081	174	22	a	a	DET
fis-3081	174	23	default	default	NOUN
fis-3081	174	24	value	value	NOUN
fis-3081	174	25	according	accord	VERB
fis-3081	174	26	to	to	ADP
fis-3081	174	27	abaqus	abaqus	PROPN
fis-3081	174	28	user	user	NOUN
fis-3081	174	29	’s	’s	PART
fis-3081	174	30	manual	manual	NOUN
fis-3081	174	31	.	.	PUNCT
fis-3081	175	1	k	k	PROPN
fis-3081	175	2	is	be	AUX
fis-3081	175	3	equal	equal	ADJ
fis-3081	175	4	to	to	ADP
fis-3081	175	5	2/3	2/3	NUM
fis-3081	175	6	as	as	SCONJ
fis-3081	175	7	it	it	PRON
fis-3081	175	8	is	be	AUX
fis-3081	175	9	typical	typical	ADJ
fis-3081	175	10	for	for	ADP
fis-3081	175	11	concrete	concrete	NOUN
fis-3081	175	12	,	,	PUNCT
fis-3081	175	13	the	the	DET
fis-3081	175	14	ratio	ratio	NOUN
fis-3081	175	15	of	of	ADP
fis-3081	175	16	the	the	DET
fis-3081	175	17	distances	distance	NOUN
fis-3081	175	18	between	between	ADP
fis-3081	175	19	the	the	DET
fis-3081	175	20	hydrostatic	hydrostatic	ADJ
fis-3081	175	21	axis	axis	NOUN
fis-3081	175	22	and	and	CCONJ
fis-3081	175	23	respectively	respectively	ADV
fis-3081	175	24	the	the	DET
fis-3081	175	25	compression	compression	NOUN
fis-3081	175	26	meridian	meridian	NOUN
fis-3081	175	27	and	and	CCONJ
fis-3081	175	28	the	the	DET
fis-3081	175	29	tension	tension	NOUN
fis-3081	175	30	meridian	meridian	NOUN
fis-3081	175	31	in	in	ADP
fis-3081	175	32	the	the	DET
fis-3081	175	33	deviatoric	deviatoric	PROPN
fis-3081	175	34	cross	cross	PROPN
fis-3081	175	35	section	section	NOUN
fis-3081	175	36	.	.	PUNCT
fis-3081	176	1	the	the	DET
fis-3081	176	2	viscosity	viscosity	NOUN
fis-3081	176	3	parameter	parameter	NOUN
fis-3081	176	4	equals	equal	VERB
fis-3081	176	5	0	0	PUNCT
fis-3081	176	6	as	as	ADP
fis-3081	176	7	a	a	DET
fis-3081	176	8	default	default	NOUN
fis-3081	176	9	value	value	NOUN
fis-3081	176	10	,	,	PUNCT
fis-3081	176	11	and	and	CCONJ
fis-3081	176	12	it	it	PRON
fis-3081	176	13	indicates	indicate	VERB
fis-3081	176	14	the	the	DET
fis-3081	176	15	relaxation	relaxation	NOUN
fis-3081	176	16	time	time	NOUN
fis-3081	176	17	of	of	ADP
fis-3081	176	18	the	the	DET
fis-3081	176	19	viscoplastic	viscoplastic	ADJ
fis-3081	176	20	system	system	NOUN
fis-3081	176	21	.	.	PUNCT
fis-3081	177	1	the	the	DET
fis-3081	177	2	reinforcement	reinforcement	NOUN
fis-3081	177	3	element	element	NOUN
fis-3081	177	4	was	be	AUX
fis-3081	177	5	assumed	assume	VERB
fis-3081	177	6	to	to	PART
fis-3081	177	7	be	be	AUX
fis-3081	177	8	an	an	DET
fis-3081	177	9	elastic	elastic	ADJ
fis-3081	177	10	perfectly	perfectly	ADV
fis-3081	177	11	plastic	plastic	ADJ
fis-3081	177	12	material	material	NOUN
fis-3081	177	13	.	.	PUNCT
fis-3081	178	1	the	the	DET
fis-3081	178	2	interface	interface	NOUN
fis-3081	178	3	between	between	ADP
fis-3081	178	4	the	the	DET
fis-3081	178	5	reinforcement	reinforcement	NOUN
fis-3081	178	6	and	and	CCONJ
fis-3081	178	7	the	the	DET
fis-3081	178	8	concrete	concrete	NOUN
fis-3081	178	9	was	be	AUX
fis-3081	178	10	simulated	simulate	VERB
fis-3081	178	11	by	by	ADP
fis-3081	178	12	the	the	DET
fis-3081	178	13	embedded	embed	VERB
fis-3081	178	14	constraint	constraint	NOUN
fis-3081	178	15	.	.	PUNCT
fis-3081	179	1	the	the	DET
fis-3081	179	2	embedded	embed	VERB
fis-3081	179	3	element	element	NOUN
fis-3081	179	4	was	be	AUX
fis-3081	179	5	steel	steel	NOUN
fis-3081	179	6	reinforcement	reinforcement	NOUN
fis-3081	179	7	,	,	PUNCT
fis-3081	179	8	and	and	CCONJ
fis-3081	179	9	the	the	DET
fis-3081	179	10	host	host	NOUN
fis-3081	179	11	element	element	NOUN
fis-3081	179	12	was	be	AUX
fis-3081	179	13	concrete	concrete	ADJ
fis-3081	179	14	.	.	PUNCT
fis-3081	180	1	tabs	tab	NOUN
fis-3081	180	2	.	.	PUNCT
fis-3081	181	1	6	6	NUM
fis-3081	181	2	and	and	CCONJ
fis-3081	181	3	7	7	NUM
fis-3081	181	4	show	show	VERB
fis-3081	181	5	the	the	DET
fis-3081	181	6	properties	property	NOUN
fis-3081	181	7	of	of	ADP
fis-3081	181	8	the	the	DET
fis-3081	181	9	steel	steel	NOUN
fis-3081	181	10	and	and	CCONJ
fis-3081	181	11	concrete	concrete	ADJ
fis-3081	181	12	material	material	NOUN
fis-3081	181	13	used	use	VERB
fis-3081	181	14	in	in	ADP
fis-3081	181	15	the	the	DET
fis-3081	181	16	fe	fe	NOUN
fis-3081	181	17	model	model	NOUN
fis-3081	181	18	respectively	respectively	ADV
fis-3081	181	19	.	.	PUNCT
fis-3081	182	1	the	the	DET
fis-3081	182	2	values	value	NOUN
fis-3081	182	3	in	in	ADP
fis-3081	182	4	these	these	DET
fis-3081	182	5	tables	table	NOUN
fis-3081	182	6	are	be	AUX
fis-3081	182	7	derived	derive	VERB
fis-3081	182	8	from	from	ADP
fis-3081	182	9	material	material	NOUN
fis-3081	182	10	test	test	NOUN
fis-3081	182	11	results	result	NOUN
fis-3081	182	12	.	.	PUNCT
fis-3081	183	1	tab	tab	NOUN
fis-3081	183	2	.	.	PUNCT
fis-3081	183	3	7	7	NUM
fis-3081	183	4	shows	show	VERB
fis-3081	183	5	the	the	DET
fis-3081	183	6	increased	increase	VERB
fis-3081	183	7	values	value	NOUN
fis-3081	183	8	due	due	ADP
fis-3081	183	9	to	to	ADP
fis-3081	183	10	the	the	DET
fis-3081	183	11	strain	strain	NOUN
fis-3081	183	12	rate	rate	NOUN
fis-3081	183	13	effect	effect	NOUN
fis-3081	183	14	,	,	PUNCT
fis-3081	183	15	which	which	PRON
fis-3081	183	16	was	be	AUX
fis-3081	183	17	calculated	calculate	VERB
fis-3081	183	18	using	use	VERB
fis-3081	183	19	malvar	malvar	NOUN
fis-3081	183	20	and	and	CCONJ
fis-3081	183	21	crawford	crawford	PROPN
fis-3081	183	22	's	's	PART
fis-3081	183	23	equations	equation	NOUN
fis-3081	183	24	[	[	X
fis-3081	183	25	21	21	NUM
fis-3081	183	26	]	]	PUNCT
fis-3081	183	27	.	.	PUNCT
fis-3081	184	1	figure	figure	NOUN
fis-3081	184	2	15	15	NUM
fis-3081	184	3	shows	show	VERB
fis-3081	184	4	the	the	DET
fis-3081	184	5	input	input	NOUN
fis-3081	184	6	compressive	compressive	ADJ
fis-3081	184	7	stress	stress	NOUN
fis-3081	184	8	-	-	PUNCT
fis-3081	184	9	inelastic	inelastic	ADJ
fis-3081	184	10	strain	strain	NOUN
fis-3081	184	11	curves	curve	NOUN
fis-3081	184	12	for	for	ADP
fis-3081	184	13	concrete	concrete	ADJ
fis-3081	184	14	damage	damage	NOUN
fis-3081	184	15	plasticity	plasticity	NOUN
fis-3081	184	16	model	model	NOUN
fis-3081	184	17	(	(	PUNCT
fis-3081	184	18	cdp	cdp	NOUN
fis-3081	184	19	)	)	PUNCT
fis-3081	184	20	.	.	PUNCT
fis-3081	185	1	the	the	DET
fis-3081	185	2	scale	scale	NOUN
fis-3081	185	3	of	of	ADP
fis-3081	185	4	the	the	DET
fis-3081	185	5	time	time	NOUN
fis-3081	185	6	increment	increment	NOUN
fis-3081	185	7	in	in	ADP
fis-3081	185	8	the	the	DET
fis-3081	185	9	explicit	explicit	ADJ
fis-3081	185	10	dynamic	dynamic	ADJ
fis-3081	185	11	analysis	analysis	NOUN
fis-3081	185	12	has	have	VERB
fis-3081	185	13	a	a	DET
fis-3081	185	14	significant	significant	ADJ
fis-3081	185	15	impact	impact	NOUN
fis-3081	185	16	on	on	ADP
fis-3081	185	17	the	the	DET
fis-3081	185	18	results	result	NOUN
fis-3081	185	19	.	.	PUNCT
fis-3081	186	1	all	all	DET
fis-3081	186	2	analyses	analysis	NOUN
fis-3081	186	3	in	in	ADP
fis-3081	186	4	the	the	DET
fis-3081	186	5	current	current	ADJ
fis-3081	186	6	simulations	simulation	NOUN
fis-3081	186	7	were	be	AUX
fis-3081	186	8	carried	carry	VERB
fis-3081	186	9	out	out	ADP
fis-3081	186	10	within	within	ADP
fis-3081	186	11	a	a	DET
fis-3081	186	12	fixed	fix	VERB
fis-3081	186	13	time	time	NOUN
fis-3081	186	14	increment	increment	NOUN
fis-3081	186	15	equal	equal	ADJ
fis-3081	186	16	to	to	ADP
fis-3081	186	17	∆t	∆t	PROPN
fis-3081	186	18	=	=	SYM
fis-3081	186	19	10	10	NUM
fis-3081	186	20	-	-	SYM
fis-3081	186	21	8	8	NUM
fis-3081	186	22	.	.	PUNCT
fis-3081	187	1	the	the	DET
fis-3081	187	2	time	time	NOUN
fis-3081	187	3	increment	increment	NOUN
fis-3081	187	4	was	be	AUX
fis-3081	187	5	chosen	choose	VERB
fis-3081	187	6	to	to	PART
fis-3081	187	7	be	be	AUX
fis-3081	187	8	small	small	ADJ
fis-3081	187	9	enough	enough	ADV
fis-3081	187	10	to	to	PART
fis-3081	187	11	ensure	ensure	VERB
fis-3081	187	12	stability	stability	NOUN
fis-3081	187	13	in	in	ADP
fis-3081	187	14	the	the	DET
fis-3081	187	15	results	result	NOUN
fis-3081	187	16	.	.	PUNCT
fis-3081	188	1	m.	m.	NOUN
fis-3081	188	2	t.	t.	PROPN
fis-3081	188	3	nawar	nawar	PROPN
fis-3081	188	4	et	et	PROPN
fis-3081	188	5	alii	alii	PROPN
fis-3081	188	6	,	,	PUNCT
fis-3081	188	7	frattura	frattura	PROPN
fis-3081	188	8	ed	ed	PROPN
fis-3081	188	9	integrità	integrità	PROPN
fis-3081	188	10	strutturale	strutturale	PROPN
fis-3081	188	11	,	,	PUNCT
fis-3081	188	12	57	57	NUM
fis-3081	188	13	(	(	PUNCT
fis-3081	188	14	2021	2021	NUM
fis-3081	188	15	)	)	PUNCT
fis-3081	188	16	259	259	NUM
fis-3081	188	17	-	-	SYM
fis-3081	188	18	280	280	NUM
fis-3081	188	19	;	;	PUNCT
fis-3081	188	20	doi	doi	NOUN
fis-3081	188	21	:	:	PUNCT
fis-3081	188	22	10.3221	10.3221	NUM
fis-3081	188	23	/	/	SYM
fis-3081	188	24	igf	igf	NOUN
fis-3081	188	25	-	-	ADJ
fis-3081	188	26	esis.57.19	esis.57.19	ADJ
fis-3081	188	27	268	268	NUM
fis-3081	188	28	mechanical	mechanical	ADJ
fis-3081	188	29	properties	property	NOUN
fis-3081	188	30	longitudinal	longitudinal	ADJ
fis-3081	188	31	rein	rein	NOUN
fis-3081	188	32	.	.	PUNCT
fis-3081	189	1	stirrups	stirrup	NOUN
fis-3081	189	2	elastic	elastic	ADJ
fis-3081	189	3	modulus	modulus	NOUN
fis-3081	189	4	(	(	PUNCT
fis-3081	189	5	gpa	gpa	PROPN
fis-3081	189	6	)	)	PUNCT
fis-3081	189	7	210	210	NUM
fis-3081	189	8	205	205	NUM
fis-3081	189	9	poisson´s	poisson´	NOUN
fis-3081	189	10	ratio	ratio	NOUN
fis-3081	189	11	0.3	0.3	NUM
fis-3081	189	12	density	density	NOUN
fis-3081	189	13	(	(	PUNCT
fis-3081	189	14	t	t	PROPN
fis-3081	189	15	/	/	SYM
fis-3081	189	16	m3	m3	PROPN
fis-3081	189	17	)	)	PUNCT
fis-3081	189	18	7.85	7.85	NUM
fis-3081	189	19	yield	yield	NOUN
fis-3081	189	20	stress	stress	NOUN
fis-3081	189	21	(	(	PUNCT
fis-3081	189	22	mpa	mpa	PROPN
fis-3081	189	23	)	)	PUNCT
fis-3081	189	24	604	604	NUM
fis-3081	189	25	501	501	NUM
fis-3081	189	26	ultimate	ultimate	ADJ
fis-3081	189	27	stress	stress	NOUN
fis-3081	189	28	(	(	PUNCT
fis-3081	189	29	mpa	mpa	PROPN
fis-3081	189	30	)	)	PUNCT
fis-3081	189	31	703	703	NUM
fis-3081	189	32	597	597	NUM
fis-3081	189	33	table	table	NOUN
fis-3081	189	34	6	6	NUM
fis-3081	189	35	:	:	PUNCT
fis-3081	189	36	material	material	NOUN
fis-3081	189	37	properties	property	NOUN
fis-3081	189	38	of	of	ADP
fis-3081	189	39	reinforcing	reinforce	VERB
fis-3081	189	40	steel	steel	NOUN
fis-3081	189	41	for	for	ADP
fis-3081	189	42	the	the	DET
fis-3081	189	43	fe	fe	PROPN
fis-3081	189	44	model	model	NOUN
fis-3081	189	45	.	.	PUNCT
fis-3081	190	1	mechanical	mechanical	ADJ
fis-3081	190	2	properties	property	NOUN
fis-3081	190	3	static	static	ADJ
fis-3081	190	4	dynamic	dynamic	ADJ
fis-3081	190	5	*	*	PUNCT
fis-3081	190	6	elastic	elastic	ADJ
fis-3081	190	7	modulus	modulus	NOUN
fis-3081	190	8	(	(	PUNCT
fis-3081	190	9	gpa	gpa	PROPN
fis-3081	190	10	)	)	PUNCT
fis-3081	190	11	34.5	34.5	NUM
fis-3081	190	12	46	46	NUM
fis-3081	190	13	poisson´s	poisson´	NOUN
fis-3081	190	14	ratio	ratio	NOUN
fis-3081	190	15	0.2	0.2	NUM
fis-3081	190	16	density	density	NOUN
fis-3081	190	17	(	(	PUNCT
fis-3081	190	18	t	t	PROPN
fis-3081	190	19	/	/	SYM
fis-3081	190	20	m3	m3	PROPN
fis-3081	190	21	)	)	PUNCT
fis-3081	190	22	2.40	2.40	NUM
fis-3081	190	23	compressive	compressive	ADJ
fis-3081	190	24	cylinder	cylinder	NOUN
fis-3081	190	25	strength	strength	NOUN
fis-3081	190	26	(	(	PUNCT
fis-3081	190	27	mpa	mpa	PROPN
fis-3081	190	28	)	)	PUNCT
fis-3081	190	29	44.5	44.5	NUM
fis-3081	190	30	56.5	56.5	NUM
fis-3081	190	31	tensile	tensile	NOUN
fis-3081	190	32	strength	strength	NOUN
fis-3081	190	33	(	(	PUNCT
fis-3081	190	34	mpa	mpa	PROPN
fis-3081	190	35	)	)	PUNCT
fis-3081	190	36	4.1	4.1	NUM
fis-3081	190	37	6.0	6.0	NUM
fis-3081	190	38	*	*	PUNCT
fis-3081	190	39	strain	strain	NOUN
fis-3081	190	40	rate	rate	NOUN
fis-3081	190	41	≈	≈	PROPN
fis-3081	190	42	1	1	NUM
fis-3081	190	43	(	(	PUNCT
fis-3081	190	44	1	1	NUM
fis-3081	190	45	/	/	SYM
fis-3081	190	46	sec	sec	PROPN
fis-3081	190	47	)	)	PUNCT
fis-3081	190	48	table	table	NOUN
fis-3081	190	49	7	7	NUM
fis-3081	190	50	:	:	PUNCT
fis-3081	190	51	static	static	ADJ
fis-3081	190	52	and	and	CCONJ
fis-3081	190	53	dynamic	dynamic	ADJ
fis-3081	190	54	properties	property	NOUN
fis-3081	190	55	of	of	ADP
fis-3081	190	56	concrete	concrete	ADJ
fis-3081	190	57	material	material	NOUN
fis-3081	190	58	for	for	ADP
fis-3081	190	59	the	the	DET
fis-3081	190	60	fe	fe	PROPN
fis-3081	190	61	model	model	NOUN
fis-3081	190	62	figure	figure	NOUN
fis-3081	190	63	15	15	NUM
fis-3081	190	64	:	:	PUNCT
fis-3081	190	65	input	input	NOUN
fis-3081	190	66	compressive	compressive	ADJ
fis-3081	190	67	stress	stress	NOUN
fis-3081	190	68	-	-	PUNCT
fis-3081	190	69	inelastic	inelastic	ADJ
fis-3081	190	70	strain	strain	NOUN
fis-3081	190	71	curves	curve	NOUN
fis-3081	190	72	for	for	ADP
fis-3081	190	73	concrete	concrete	NOUN
fis-3081	190	74	under	under	ADP
fis-3081	190	75	different	different	ADJ
fis-3081	190	76	strain	strain	NOUN
fis-3081	190	77	rates	rate	NOUN
fis-3081	190	78	.	.	PUNCT
fis-3081	191	1	verification	verification	NOUN
fis-3081	191	2	results	result	NOUN
fis-3081	191	3	of	of	ADP
fis-3081	191	4	the	the	DET
fis-3081	191	5	tested	test	VERB
fis-3081	191	6	beam	beam	NOUN
fis-3081	191	7	(	(	PUNCT
fis-3081	191	8	b40	b40	NOUN
fis-3081	191	9	-	-	PUNCT
fis-3081	191	10	d4	d4	PROPN
fis-3081	191	11	)	)	PUNCT
fis-3081	191	12	the	the	DET
fis-3081	191	13	results	result	NOUN
fis-3081	191	14	were	be	AUX
fis-3081	191	15	compared	compare	VERB
fis-3081	191	16	with	with	ADP
fis-3081	191	17	the	the	DET
fis-3081	191	18	calculated	calculated	ADJ
fis-3081	191	19	deflection	deflection	NOUN
fis-3081	191	20	and	and	CCONJ
fis-3081	191	21	dynamic	dynamic	ADJ
fis-3081	191	22	reaction	reaction	NOUN
fis-3081	191	23	force	force	NOUN
fis-3081	191	24	time	time	NOUN
fis-3081	191	25	histories	history	NOUN
fis-3081	191	26	obtained	obtain	VERB
fis-3081	191	27	from	from	ADP
fis-3081	191	28	the	the	DET
fis-3081	191	29	experimental	experimental	ADJ
fis-3081	191	30	test	test	NOUN
fis-3081	191	31	to	to	PART
fis-3081	191	32	determine	determine	VERB
fis-3081	191	33	the	the	DET
fis-3081	191	34	fe	fe	PROPN
fis-3081	191	35	model	model	NOUN
fis-3081	191	36	's	's	PART
fis-3081	191	37	confidence	confidence	NOUN
fis-3081	191	38	.	.	PUNCT
fis-3081	192	1	as	as	SCONJ
fis-3081	192	2	previously	previously	ADV
fis-3081	192	3	stated	state	VERB
fis-3081	192	4	,	,	PUNCT
fis-3081	192	5	due	due	ADP
fis-3081	192	6	to	to	ADP
fis-3081	192	7	the	the	DET
fis-3081	192	8	simplification	simplification	NOUN
fis-3081	192	9	of	of	ADP
fis-3081	192	10	support	support	NOUN
fis-3081	192	11	modeling	modeling	NOUN
fis-3081	192	12	,	,	PUNCT
fis-3081	192	13	the	the	DET
fis-3081	192	14	structure	structure	NOUN
fis-3081	192	15	's	's	PART
fis-3081	192	16	response	response	NOUN
fis-3081	192	17	is	be	AUX
fis-3081	192	18	only	only	ADV
fis-3081	192	19	accurate	accurate	ADJ
fis-3081	192	20	up	up	ADP
fis-3081	192	21	to	to	ADP
fis-3081	192	22	the	the	DET
fis-3081	192	23	rebound	rebound	NOUN
fis-3081	192	24	stage	stage	NOUN
fis-3081	192	25	.	.	PUNCT
fis-3081	193	1	ductile	ductile	NOUN
fis-3081	193	2	failure	failure	NOUN
fis-3081	193	3	occurred	occur	VERB
fis-3081	193	4	,	,	PUNCT
fis-3081	193	5	and	and	CCONJ
fis-3081	193	6	the	the	DET
fis-3081	193	7	steel	steel	NOUN
fis-3081	193	8	reinforcement	reinforcement	NOUN
fis-3081	193	9	stress	stress	NOUN
fis-3081	193	10	reached	reach	VERB
fis-3081	193	11	yielding	yield	VERB
fis-3081	193	12	stress	stress	NOUN
fis-3081	193	13	first	first	ADV
fis-3081	193	14	then	then	ADV
fis-3081	193	15	the	the	DET
fis-3081	193	16	concrete	concrete	ADJ
fis-3081	193	17	crushes	crush	VERB
fis-3081	193	18	at	at	ADP
fis-3081	193	19	the	the	DET
fis-3081	193	20	compression	compression	NOUN
fis-3081	193	21	zone	zone	NOUN
fis-3081	193	22	as	as	SCONJ
fis-3081	193	23	illustrated	illustrate	VERB
fis-3081	193	24	by	by	ADP
fis-3081	193	25	concrete	concrete	ADJ
fis-3081	193	26	compressive	compressive	ADJ
fis-3081	193	27	stress	stress	NOUN
fis-3081	193	28	contours	contours	NOUN
fis-3081	193	29	in	in	ADP
fis-3081	193	30	fig	fig	NOUN
fis-3081	193	31	.	.	PUNCT
fis-3081	194	1	16	16	NUM
fis-3081	194	2	.	.	PUNCT
fis-3081	194	3	fig	fig	NOUN
fis-3081	194	4	.	.	PUNCT
fis-3081	195	1	17shows	17shows	NUM
fis-3081	196	1	the	the	DET
fis-3081	196	2	concrete	concrete	ADJ
fis-3081	196	3	strain	strain	NOUN
fis-3081	196	4	contours	contours	NOUN
fis-3081	196	5	.	.	PUNCT
fis-3081	197	1	m.	m.	NOUN
fis-3081	197	2	t.	t.	PROPN
fis-3081	197	3	nawar	nawar	PROPN
fis-3081	197	4	et	et	PROPN
fis-3081	197	5	alii	alii	PROPN
fis-3081	197	6	,	,	PUNCT
fis-3081	197	7	frattura	frattura	PROPN
fis-3081	197	8	ed	ed	PROPN
fis-3081	197	9	integrità	integrità	PROPN
fis-3081	197	10	strutturale	strutturale	PROPN
fis-3081	197	11	,	,	PUNCT
fis-3081	197	12	57	57	NUM
fis-3081	197	13	(	(	PUNCT
fis-3081	197	14	2021	2021	NUM
fis-3081	197	15	)	)	PUNCT
fis-3081	197	16	259	259	NUM
fis-3081	197	17	-	-	SYM
fis-3081	197	18	280	280	NUM
fis-3081	197	19	;	;	PUNCT
fis-3081	197	20	doi	doi	NOUN
fis-3081	197	21	:	:	PUNCT
fis-3081	197	22	10.3221	10.3221	NUM
fis-3081	197	23	/	/	SYM
fis-3081	197	24	igf	igf	NOUN
fis-3081	197	25	-	-	PUNCT
fis-3081	197	26	esis.57.19	esis.57.19	NOUN
fis-3081	197	27	269	269	NUM
fis-3081	197	28	figure	figure	NOUN
fis-3081	197	29	16	16	NUM
fis-3081	197	30	:	:	PUNCT
fis-3081	197	31	concrete	concrete	ADJ
fis-3081	197	32	stress	stress	NOUN
fis-3081	197	33	contours	contours	PROPN
fis-3081	197	34	.	.	PUNCT
fis-3081	198	1	figure	figure	NOUN
fis-3081	198	2	17	17	NUM
fis-3081	198	3	:	:	PUNCT
fis-3081	198	4	concrete	concrete	ADJ
fis-3081	198	5	strain	strain	NOUN
fis-3081	198	6	contours	contour	NOUN
fis-3081	198	7	.	.	PUNCT
fis-3081	199	1	deflection	deflection	NOUN
fis-3081	199	2	time	time	PROPN
fis-3081	199	3	history	history	NOUN
fis-3081	199	4	fig	fig	NOUN
fis-3081	199	5	.	.	PUNCT
fis-3081	200	1	18	18	NUM
fis-3081	200	2	shows	show	VERB
fis-3081	200	3	the	the	DET
fis-3081	200	4	experiment	experiment	NOUN
fis-3081	200	5	's	's	PART
fis-3081	200	6	mid	mid	ADJ
fis-3081	200	7	-	-	ADJ
fis-3081	200	8	span	span	ADJ
fis-3081	200	9	deflection	deflection	NOUN
fis-3081	200	10	time	time	NOUN
fis-3081	200	11	history	history	NOUN
fis-3081	200	12	,	,	PUNCT
fis-3081	200	13	and	and	CCONJ
fis-3081	200	14	the	the	DET
fis-3081	200	15	calibrated	calibrate	VERB
fis-3081	200	16	fe	fe	NOUN
fis-3081	200	17	model	model	NOUN
fis-3081	200	18	in	in	ADP
fis-3081	200	19	addition	addition	NOUN
fis-3081	200	20	to	to	ADP
fis-3081	200	21	the	the	DET
fis-3081	200	22	sdof	sdof	ADJ
fis-3081	200	23	calculation	calculation	NOUN
fis-3081	200	24	,	,	PUNCT
fis-3081	200	25	up	up	ADP
fis-3081	200	26	to	to	ADP
fis-3081	200	27	the	the	DET
fis-3081	200	28	peak	peak	NOUN
fis-3081	200	29	response	response	NOUN
fis-3081	200	30	.	.	PUNCT
fis-3081	201	1	the	the	DET
fis-3081	201	2	fe	fe	PROPN
fis-3081	201	3	model	model	NOUN
fis-3081	201	4	curve	curve	NOUN
fis-3081	201	5	has	have	VERB
fis-3081	201	6	good	good	ADJ
fis-3081	201	7	agreement	agreement	NOUN
fis-3081	201	8	with	with	ADP
fis-3081	201	9	the	the	DET
fis-3081	201	10	experimental	experimental	ADJ
fis-3081	201	11	result	result	NOUN
fis-3081	201	12	.	.	PUNCT
fis-3081	202	1	the	the	DET
fis-3081	202	2	peak	peak	NOUN
fis-3081	202	3	values	value	NOUN
fis-3081	202	4	of	of	ADP
fis-3081	202	5	deflection	deflection	NOUN
fis-3081	202	6	obtained	obtain	VERB
fis-3081	202	7	from	from	ADP
fis-3081	202	8	the	the	DET
fis-3081	202	9	analysis	analysis	NOUN
fis-3081	202	10	and	and	CCONJ
fis-3081	202	11	experiment	experiment	NOUN
fis-3081	202	12	are	be	AUX
fis-3081	202	13	shown	show	VERB
fis-3081	202	14	in	in	ADP
fis-3081	202	15	tab	tab	NOUN
fis-3081	202	16	.	.	PUNCT
fis-3081	203	1	8	8	NUM
fis-3081	203	2	.	.	PUNCT
fis-3081	204	1	according	accord	VERB
fis-3081	204	2	to	to	ADP
fis-3081	204	3	the	the	DET
fis-3081	204	4	findings	finding	NOUN
fis-3081	204	5	,	,	PUNCT
fis-3081	204	6	the	the	DET
fis-3081	204	7	fe	fe	PROPN
fis-3081	204	8	model	model	NOUN
fis-3081	204	9	predicts	predict	VERB
fis-3081	204	10	the	the	DET
fis-3081	204	11	deflection	deflection	NOUN
fis-3081	204	12	response	response	NOUN
fis-3081	204	13	better	well	ADV
fis-3081	204	14	than	than	ADP
fis-3081	204	15	the	the	DET
fis-3081	204	16	sdof	sdof	ADJ
fis-3081	204	17	calculation	calculation	NOUN
fis-3081	204	18	.	.	PUNCT
fis-3081	205	1	figure	figure	NOUN
fis-3081	205	2	18	18	NUM
fis-3081	205	3	:	:	PUNCT
fis-3081	205	4	mid	mid	PROPN
fis-3081	205	5	span	span	NOUN
fis-3081	205	6	deflection	deflection	NOUN
fis-3081	205	7	time	time	NOUN
fis-3081	205	8	history	history	NOUN
fis-3081	205	9	of	of	ADP
fis-3081	205	10	(	(	PUNCT
fis-3081	205	11	b40	b40	NOUN
fis-3081	205	12	-	-	PUNCT
fis-3081	205	13	d4	d4	PROPN
fis-3081	205	14	)	)	PUNCT
fis-3081	205	15	beam	beam	NOUN
fis-3081	205	16	m.	m.	NOUN
fis-3081	205	17	t.	t.	PROPN
fis-3081	205	18	nawar	nawar	PROPN
fis-3081	205	19	et	et	PROPN
fis-3081	205	20	alii	alii	PROPN
fis-3081	205	21	,	,	PUNCT
fis-3081	205	22	frattura	frattura	PROPN
fis-3081	205	23	ed	ed	PROPN
fis-3081	205	24	integrità	integrità	PROPN
fis-3081	205	25	strutturale	strutturale	PROPN
fis-3081	205	26	,	,	PUNCT
fis-3081	205	27	57	57	NUM
fis-3081	205	28	(	(	PUNCT
fis-3081	205	29	2021	2021	NUM
fis-3081	205	30	)	)	PUNCT
fis-3081	206	1	259	259	NUM
fis-3081	206	2	-	-	SYM
fis-3081	206	3	280	280	NUM
fis-3081	206	4	;	;	PUNCT
fis-3081	206	5	doi	doi	NOUN
fis-3081	206	6	:	:	PUNCT
fis-3081	206	7	10.3221	10.3221	NUM
fis-3081	206	8	/	/	SYM
fis-3081	206	9	igf	igf	NOUN
fis-3081	206	10	-	-	ADJ
fis-3081	206	11	esis.57.19	esis.57.19	ADJ
fis-3081	206	12	270	270	NUM
fis-3081	206	13	test	test	NOUN
fis-3081	206	14	ym	ym	INTJ
fis-3081	206	15	(	(	PUNCT
fis-3081	206	16	mm	mm	INTJ
fis-3081	206	17	)	)	PUNCT
fis-3081	206	18	tm	tm	PROPN
fis-3081	206	19	(	(	PUNCT
fis-3081	206	20	ms	ms	PROPN
fis-3081	206	21	)	)	PUNCT
fis-3081	206	22	sdof	sdof	ADJ
fis-3081	206	23	analysis	analysis	NOUN
fis-3081	206	24	16.5	16.5	NUM
fis-3081	206	25	6.8	6.8	NUM
fis-3081	206	26	exp	exp	NOUN
fis-3081	206	27	test	test	NOUN
fis-3081	206	28	17.5	17.5	NUM
fis-3081	206	29	7.8	7.8	NUM
fis-3081	206	30	fe	fe	NOUN
fis-3081	206	31	model	model	NOUN
fis-3081	206	32	16.3	16.3	NUM
fis-3081	206	33	7.2	7.2	NUM
fis-3081	206	34	exp	exp	NOUN
fis-3081	206	35	/	/	SYM
fis-3081	206	36	fem	fem	NOUN
fis-3081	206	37	1.07	1.07	NUM
fis-3081	206	38	1.08	1.08	NUM
fis-3081	206	39	table	table	NOUN
fis-3081	206	40	8	8	NUM
fis-3081	206	41	:	:	PUNCT
fis-3081	206	42	max.mid	max.mid	NUM
fis-3081	206	43	-	-	PUNCT
fis-3081	206	44	span	span	NOUN
fis-3081	206	45	deflection	deflection	NOUN
fis-3081	206	46	and	and	CCONJ
fis-3081	206	47	peak	peak	NOUN
fis-3081	206	48	time	time	NOUN
fis-3081	206	49	.	.	PUNCT
fis-3081	207	1	reaction	reaction	NOUN
fis-3081	207	2	force	force	PROPN
fis-3081	207	3	time	time	PROPN
fis-3081	207	4	history	history	NOUN
fis-3081	207	5	fig	fig	NOUN
fis-3081	207	6	.	.	PUNCT
fis-3081	208	1	19	19	NUM
fis-3081	208	2	shows	show	VERB
fis-3081	208	3	the	the	DET
fis-3081	208	4	time	time	NOUN
fis-3081	208	5	histories	history	NOUN
fis-3081	208	6	of	of	ADP
fis-3081	208	7	dynamic	dynamic	ADJ
fis-3081	208	8	reaction	reaction	NOUN
fis-3081	208	9	force	force	NOUN
fis-3081	208	10	obtained	obtain	VERB
fis-3081	208	11	from	from	ADP
fis-3081	208	12	the	the	DET
fis-3081	208	13	experiment	experiment	NOUN
fis-3081	208	14	and	and	CCONJ
fis-3081	208	15	fe	fe	NOUN
fis-3081	208	16	analysis	analysis	NOUN
fis-3081	208	17	.	.	PUNCT
fis-3081	209	1	according	accord	VERB
fis-3081	209	2	to	to	ADP
fis-3081	209	3	the	the	DET
fis-3081	209	4	findings	finding	NOUN
fis-3081	209	5	,	,	PUNCT
fis-3081	209	6	the	the	DET
fis-3081	209	7	trends	trend	NOUN
fis-3081	209	8	of	of	ADP
fis-3081	209	9	time	time	NOUN
fis-3081	209	10	histories	history	NOUN
fis-3081	209	11	have	have	VERB
fis-3081	209	12	good	good	ADJ
fis-3081	209	13	agreement	agreement	NOUN
fis-3081	209	14	up	up	ADP
fis-3081	209	15	to	to	ADP
fis-3081	209	16	the	the	DET
fis-3081	209	17	rebound	rebound	NOUN
fis-3081	209	18	stage	stage	NOUN
fis-3081	209	19	.	.	PUNCT
fis-3081	210	1	the	the	DET
fis-3081	210	2	maximum	maximum	ADJ
fis-3081	210	3	reaction	reaction	NOUN
fis-3081	210	4	force	force	NOUN
fis-3081	210	5	and	and	CCONJ
fis-3081	210	6	peak	peak	NOUN
fis-3081	210	7	response	response	NOUN
fis-3081	210	8	time	time	NOUN
fis-3081	210	9	values	value	NOUN
fis-3081	210	10	obtained	obtain	VERB
fis-3081	210	11	from	from	ADP
fis-3081	210	12	fe	fe	NOUN
fis-3081	210	13	analysis	analysis	NOUN
fis-3081	210	14	and	and	CCONJ
fis-3081	210	15	experiments	experiment	NOUN
fis-3081	210	16	are	be	AUX
fis-3081	210	17	shown	show	VERB
fis-3081	210	18	in	in	ADP
fis-3081	210	19	tab	tab	NOUN
fis-3081	210	20	.	.	PUNCT
fis-3081	211	1	9	9	X
fis-3081	211	2	.	.	X
fis-3081	211	3	figure	figure	NOUN
fis-3081	211	4	19	19	NUM
fis-3081	211	5	:	:	PUNCT
fis-3081	211	6	dynamic	dynamic	ADJ
fis-3081	211	7	reaction	reaction	NOUN
fis-3081	211	8	force	force	NOUN
fis-3081	211	9	time	time	NOUN
fis-3081	211	10	history	history	NOUN
fis-3081	211	11	of	of	ADP
fis-3081	211	12	(	(	PUNCT
fis-3081	211	13	b40	b40	NOUN
fis-3081	211	14	-	-	PUNCT
fis-3081	211	15	d4	d4	PROPN
fis-3081	211	16	)	)	PUNCT
fis-3081	211	17	beam	beam	NOUN
fis-3081	211	18	.	.	PUNCT
fis-3081	212	1	test	test	NOUN
fis-3081	212	2	dynamic	dynamic	ADJ
fis-3081	212	3	reactions	reaction	NOUN
fis-3081	212	4	(	(	PUNCT
fis-3081	212	5	kn	kn	PROPN
fis-3081	212	6	)	)	PUNCT
fis-3081	212	7	tm	tm	PROPN
fis-3081	212	8	(	(	PUNCT
fis-3081	212	9	ms	ms	PROPN
fis-3081	212	10	)	)	PUNCT
fis-3081	212	11	exp	exp	NOUN
fis-3081	212	12	-	-	PUNCT
fis-3081	212	13	test	test	NOUN
fis-3081	212	14	348	348	NUM
fis-3081	212	15	3.5	3.5	NUM
fis-3081	212	16	fe	fe	NOUN
fis-3081	212	17	-	-	PUNCT
fis-3081	212	18	model	model	NOUN
fis-3081	212	19	364	364	NUM
fis-3081	212	20	4.1	4.1	NUM
fis-3081	212	21	exp	exp	NOUN
fis-3081	212	22	/	/	SYM
fis-3081	212	23	fem	fem	NOUN
fis-3081	212	24	0.95	0.95	NUM
fis-3081	212	25	0.85	0.85	NUM
fis-3081	212	26	table	table	NOUN
fis-3081	212	27	9	9	NUM
fis-3081	212	28	:	:	PUNCT
fis-3081	212	29	maximum	maximum	ADJ
fis-3081	212	30	dynamic	dynamic	ADJ
fis-3081	212	31	reactions	reaction	NOUN
fis-3081	212	32	and	and	CCONJ
fis-3081	212	33	peak	peak	NOUN
fis-3081	212	34	time	time	NOUN
fis-3081	212	35	values	value	NOUN
fis-3081	212	36	.	.	PUNCT
fis-3081	213	1	effect	effect	NOUN
fis-3081	213	2	of	of	ADP
fis-3081	213	3	blast	blast	NOUN
fis-3081	213	4	loading	loading	NOUN
fis-3081	213	5	on	on	ADP
fis-3081	213	6	studied	study	VERB
fis-3081	213	7	r.c	r.c	PROPN
fis-3081	213	8	beams	beam	NOUN
fis-3081	213	9	n	n	CCONJ
fis-3081	213	10	the	the	DET
fis-3081	213	11	present	present	ADJ
fis-3081	213	12	study	study	NOUN
fis-3081	213	13	,	,	PUNCT
fis-3081	213	14	the	the	DET
fis-3081	213	15	finite	finite	ADJ
fis-3081	213	16	element	element	NOUN
fis-3081	213	17	results	result	NOUN
fis-3081	213	18	using	use	VERB
fis-3081	213	19	abaqus	abaqus	NOUN
fis-3081	213	20	/	/	SYM
fis-3081	213	21	explicit	explicit	ADJ
fis-3081	213	22	are	be	AUX
fis-3081	213	23	used	use	VERB
fis-3081	213	24	to	to	PART
fis-3081	213	25	investigate	investigate	VERB
fis-3081	213	26	the	the	DET
fis-3081	213	27	behavior	behavior	NOUN
fis-3081	213	28	of	of	ADP
fis-3081	213	29	tested	test	VERB
fis-3081	213	30	r.c	r.c	PROPN
fis-3081	213	31	beams	beam	NOUN
fis-3081	213	32	with	with	ADP
fis-3081	213	33	and	and	CCONJ
fis-3081	213	34	without	without	ADP
fis-3081	213	35	smcs	smcs	ADJ
fis-3081	213	36	(	(	PUNCT
fis-3081	213	37	10%ms+1%ns	10%ms+1%ns	NUM
fis-3081	213	38	)	)	PUNCT
fis-3081	213	39	in	in	ADP
fis-3081	213	40	the	the	DET
fis-3081	213	41	presence	presence	NOUN
fis-3081	213	42	of	of	ADP
fis-3081	213	43	sfs	sfs	NOUN
fis-3081	213	44	with	with	ADP
fis-3081	213	45	different	different	ADJ
fis-3081	213	46	volumetric	volumetric	NOUN
fis-3081	213	47	fractions	fraction	NOUN
fis-3081	213	48	under	under	ADP
fis-3081	213	49	blast	blast	NOUN
fis-3081	213	50	loading	loading	NOUN
fis-3081	213	51	.	.	PUNCT
fis-3081	214	1	tab	tab	PROPN
fis-3081	214	2	.	.	PUNCT
fis-3081	215	1	10	10	NUM
fis-3081	215	2	shows	show	VERB
fis-3081	215	3	a	a	DET
fis-3081	215	4	summary	summary	NOUN
fis-3081	215	5	of	of	ADP
fis-3081	215	6	mechanical	mechanical	ADJ
fis-3081	215	7	properties	property	NOUN
fis-3081	215	8	results	result	NOUN
fis-3081	215	9	of	of	ADP
fis-3081	215	10	tested	test	VERB
fis-3081	215	11	concrete	concrete	ADJ
fis-3081	215	12	mixtures	mixture	NOUN
fis-3081	215	13	obtained	obtain	VERB
fis-3081	215	14	from	from	ADP
fis-3081	215	15	previous	previous	ADJ
fis-3081	215	16	experimental	experimental	ADJ
fis-3081	215	17	work	work	NOUN
fis-3081	215	18	conducted	conduct	VERB
fis-3081	215	19	by	by	ADP
fis-3081	215	20	authors	author	NOUN
fis-3081	215	21	[	[	X
fis-3081	215	22	16	16	NUM
fis-3081	215	23	]	]	PUNCT
fis-3081	215	24	.	.	PUNCT
fis-3081	216	1	fig	fig	NOUN
fis-3081	216	2	.	.	PUNCT
fis-3081	217	1	20	20	NUM
fis-3081	217	2	shows	show	VERB
fis-3081	217	3	stress	stress	NOUN
fis-3081	217	4	-	-	PUNCT
fis-3081	217	5	strain	strain	NOUN
fis-3081	217	6	relationship	relationship	NOUN
fis-3081	217	7	curves	curve	NOUN
fis-3081	217	8	for	for	ADP
fis-3081	217	9	tested	test	VERB
fis-3081	217	10	mixtures	mixture	NOUN
fis-3081	217	11	.	.	PUNCT
fis-3081	218	1	i	i	PRON
fis-3081	218	2	m.	m.	NOUN
fis-3081	218	3	t.	t.	PROPN
fis-3081	218	4	nawar	nawar	PROPN
fis-3081	218	5	et	et	PROPN
fis-3081	218	6	alii	alii	PROPN
fis-3081	218	7	,	,	PUNCT
fis-3081	218	8	frattura	frattura	PROPN
fis-3081	218	9	ed	ed	PROPN
fis-3081	218	10	integrità	integrità	PROPN
fis-3081	218	11	strutturale	strutturale	PROPN
fis-3081	218	12	,	,	PUNCT
fis-3081	218	13	57	57	NUM
fis-3081	218	14	(	(	PUNCT
fis-3081	218	15	2021	2021	NUM
fis-3081	218	16	)	)	PUNCT
fis-3081	218	17	259	259	NUM
fis-3081	218	18	-	-	SYM
fis-3081	218	19	280	280	NUM
fis-3081	218	20	;	;	PUNCT
fis-3081	218	21	doi	doi	NOUN
fis-3081	218	22	:	:	PUNCT
fis-3081	218	23	10.3221	10.3221	NUM
fis-3081	218	24	/	/	SYM
fis-3081	218	25	igf	igf	NOUN
fis-3081	218	26	-	-	PUNCT
fis-3081	218	27	esis.57.19	esis.57.19	NOUN
fis-3081	218	28	271	271	NUM
fis-3081	218	29	b	b	NOUN
fis-3081	218	30	ea	ea	ADP
fis-3081	218	31	m	m	VERB
fis-3081	218	32	n	n	PRON
fis-3081	218	33	o.	o.	NOUN
fis-3081	218	34	concrete	concrete	ADJ
fis-3081	218	35	mix	mix	NOUN
fis-3081	218	36	compressive	compressive	ADJ
fis-3081	218	37	strength	strength	NOUN
fis-3081	218	38	(	(	PUNCT
fis-3081	218	39	fc	fc	INTJ
fis-3081	218	40	’	'	PUNCT
fis-3081	218	41	)	)	PUNCT
fis-3081	218	42	(	(	PUNCT
fis-3081	218	43	mpa	mpa	NOUN
fis-3081	218	44	)	)	PUNCT
fis-3081	218	45	maxstrain	maxstrain	ADJ
fis-3081	218	46	modulus	modulus	NOUN
fis-3081	218	47	of	of	ADP
fis-3081	218	48	elasticity	elasticity	NOUN
fis-3081	218	49	(	(	PUNCT
fis-3081	218	50	mpa	mpa	NOUN
fis-3081	218	51	)	)	PUNCT
fis-3081	218	52	tensile	tensile	NOUN
fis-3081	218	53	strength	strength	NOUN
fis-3081	218	54	(	(	PUNCT
fis-3081	218	55	mpa	mpa	PROPN
fis-3081	218	56	)	)	PUNCT
fis-3081	218	57	b1	b1	NOUN
fis-3081	218	58	scms0%+sfs0	scms0%+sfs0	NOUN
fis-3081	218	59	%	%	NOUN
fis-3081	218	60	33.3	33.3	NUM
fis-3081	218	61	0.0031	0.0031	NUM
fis-3081	218	62	28297	28297	NUM
fis-3081	218	63	2.7	2.7	NUM
fis-3081	218	64	b2	b2	NOUN
fis-3081	218	65	scms0%+sfs1	scms0%+sfs1	PROPN
fis-3081	218	66	%	%	NOUN
fis-3081	218	67	40.3	40.3	NUM
fis-3081	218	68	0.0041	0.0041	NUM
fis-3081	218	69	30961	30961	NUM
fis-3081	218	70	6.3	6.3	NUM
fis-3081	218	71	b3	b3	NOUN
fis-3081	218	72	scms0%+sfs2	scms0%+sfs2	PROPN
fis-3081	218	73	%	%	NOUN
fis-3081	218	74	44.6	44.6	NUM
fis-3081	218	75	0.0052	0.0052	NUM
fis-3081	218	76	33584	33584	NUM
fis-3081	218	77	8.0	8.0	NUM
fis-3081	218	78	b4	b4	NOUN
fis-3081	218	79	ms10%+ns1%+sfs0	ms10%+ns1%+sfs0	NOUN
fis-3081	218	80	%	%	NOUN
fis-3081	218	81	48.9	48.9	NUM
fis-3081	218	82	0.0031	0.0031	NUM
fis-3081	218	83	33220	33220	NUM
fis-3081	218	84	4.2	4.2	NUM
fis-3081	218	85	b5	b5	PROPN
fis-3081	218	86	ms10%+ns1%+sfs1	ms10%+ns1%+sfs1	PROPN
fis-3081	218	87	%	%	NOUN
fis-3081	218	88	53.5	53.5	NUM
fis-3081	218	89	0.0045	0.0045	NUM
fis-3081	218	90	35666	35666	NUM
fis-3081	218	91	7.9	7.9	NUM
fis-3081	218	92	b6	b6	NOUN
fis-3081	218	93	ms10%+ns1%+sfs2	ms10%+ns1%+sfs2	NOUN
fis-3081	218	94	%	%	NOUN
fis-3081	218	95	57.3	57.3	NUM
fis-3081	218	96	0.0059	0.0059	NUM
fis-3081	218	97	37540	37540	NUM
fis-3081	218	98	9.3	9.3	NUM
fis-3081	218	99	table	table	NOUN
fis-3081	218	100	10	10	NUM
fis-3081	218	101	:	:	PUNCT
fis-3081	218	102	test	test	NOUN
fis-3081	218	103	results	result	NOUN
fis-3081	218	104	of	of	ADP
fis-3081	218	105	mechanical	mechanical	ADJ
fis-3081	218	106	properties	property	NOUN
fis-3081	218	107	.	.	PUNCT
fis-3081	219	1	figure	figure	NOUN
fis-3081	219	2	20	20	NUM
fis-3081	219	3	:	:	PUNCT
fis-3081	219	4	stress	stress	NOUN
fis-3081	219	5	-	-	PUNCT
fis-3081	219	6	strain	strain	NOUN
fis-3081	219	7	relationship	relationship	NOUN
fis-3081	219	8	curves	curve	NOUN
fis-3081	219	9	for	for	ADP
fis-3081	219	10	tested	test	VERB
fis-3081	219	11	mixtures	mixture	NOUN
fis-3081	219	12	.	.	PUNCT
fis-3081	220	1	the	the	DET
fis-3081	220	2	dynamic	dynamic	ADJ
fis-3081	220	3	mechanical	mechanical	ADJ
fis-3081	220	4	properties	property	NOUN
fis-3081	220	5	of	of	ADP
fis-3081	220	6	concrete	concrete	ADJ
fis-3081	220	7	material	material	NOUN
fis-3081	220	8	and	and	CCONJ
fis-3081	220	9	steel	steel	NOUN
fis-3081	220	10	reinforcement	reinforcement	NOUN
fis-3081	220	11	models	model	NOUN
fis-3081	220	12	used	use	VERB
fis-3081	220	13	in	in	ADP
fis-3081	220	14	the	the	DET
fis-3081	220	15	fe	fe	NOUN
fis-3081	220	16	model	model	NOUN
fis-3081	220	17	were	be	AUX
fis-3081	220	18	calculated	calculate	VERB
fis-3081	220	19	according	accord	VERB
fis-3081	220	20	to	to	ADP
fis-3081	220	21	us	us	PROPN
fis-3081	220	22	-	-	PUNCT
fis-3081	220	23	army	army	NOUN
fis-3081	220	24	design	design	NOUN
fis-3081	220	25	approach	approach	NOUN
fis-3081	220	26	ufc	ufc	NOUN
fis-3081	221	1	[	[	X
fis-3081	221	2	4	4	NUM
fis-3081	221	3	]	]	PUNCT
fis-3081	221	4	.	.	PUNCT
fis-3081	222	1	tab	tab	NOUN
fis-3081	222	2	.	.	PUNCT
fis-3081	222	3	11	11	NUM
fis-3081	222	4	shows	show	VERB
fis-3081	222	5	the	the	DET
fis-3081	222	6	values	value	NOUN
fis-3081	222	7	of	of	ADP
fis-3081	222	8	difs	dif	NOUN
fis-3081	222	9	for	for	ADP
fis-3081	222	10	the	the	DET
fis-3081	222	11	far	far	ADJ
fis-3081	222	12	design	design	NOUN
fis-3081	222	13	range	range	NOUN
fis-3081	222	14	.	.	PUNCT
fis-3081	223	1	type	type	NOUN
fis-3081	223	2	of	of	ADP
fis-3081	223	3	stress	stress	NOUN
fis-3081	223	4	reinforcement	reinforcement	NOUN
fis-3081	223	5	concrete	concrete	ADJ
fis-3081	223	6	yield	yield	NOUN
fis-3081	223	7	ultimate	ultimate	ADJ
fis-3081	223	8	bending	bend	VERB
fis-3081	223	9	1.17	1.17	NUM
fis-3081	223	10	1.05	1.05	NUM
fis-3081	223	11	1.19	1.19	NUM
fis-3081	223	12	diagonal	diagonal	ADJ
fis-3081	223	13	tension	tension	NOUN
fis-3081	223	14	1	1	NUM
fis-3081	223	15	--1	--1	NOUN
fis-3081	223	16	direct	direct	ADJ
fis-3081	223	17	shear	shear	NOUN
fis-3081	223	18	1.1	1.1	NUM
fis-3081	223	19	1	1	NUM
fis-3081	223	20	1.1	1.1	NUM
fis-3081	223	21	bond	bond	NOUN
fis-3081	223	22	1.17	1.17	NUM
fis-3081	223	23	1.05	1.05	NUM
fis-3081	223	24	1	1	NUM
fis-3081	223	25	compression	compression	NOUN
fis-3081	223	26	1.1	1.1	NUM
fis-3081	223	27	--1.12	--1.12	NOUN
fis-3081	223	28	table	table	NOUN
fis-3081	223	29	11	11	NUM
fis-3081	223	30	:	:	PUNCT
fis-3081	223	31	difs	dif	NOUN
fis-3081	223	32	for	for	ADP
fis-3081	223	33	the	the	DET
fis-3081	223	34	far	far	ADJ
fis-3081	223	35	design	design	NOUN
fis-3081	223	36	range	range	NOUN
fis-3081	223	37	of	of	ADP
fis-3081	223	38	r.c	r.c	PROPN
fis-3081	223	39	members	member	NOUN
fis-3081	223	40	[	[	X
fis-3081	223	41	4	4	NUM
fis-3081	223	42	]	]	PUNCT
fis-3081	223	43	.	.	PUNCT
fis-3081	224	1	as	as	SCONJ
fis-3081	224	2	shown	show	VERB
fis-3081	224	3	in	in	ADP
fis-3081	224	4	fig	fig	NOUN
fis-3081	224	5	.	.	PUNCT
fis-3081	225	1	21	21	NUM
fis-3081	225	2	,	,	PUNCT
fis-3081	225	3	all	all	DET
fis-3081	225	4	beams	beam	NOUN
fis-3081	225	5	were	be	AUX
fis-3081	225	6	reinforced	reinforce	VERB
fis-3081	225	7	with	with	ADP
fis-3081	225	8	two	two	NUM
fis-3081	225	9	10	10	NUM
fis-3081	225	10	mm	mm	NOUN
fis-3081	225	11	diameter	diameter	NOUN
fis-3081	225	12	deformed	deform	VERB
fis-3081	225	13	reinforcements	reinforcement	NOUN
fis-3081	225	14	made	make	VERB
fis-3081	225	15	of	of	ADP
fis-3081	225	16	high	high	ADJ
fis-3081	225	17	-	-	PUNCT
fis-3081	225	18	grade	grade	NOUN
fis-3081	225	19	steel	steel	NOUN
fis-3081	225	20	(	(	PUNCT
fis-3081	225	21	st	st	PROPN
fis-3081	225	22	fy=400	fy=400	PROPN
fis-3081	225	23	/	/	SYM
fis-3081	225	24	fu=600	fu=600	PROPN
fis-3081	225	25	)	)	PUNCT
fis-3081	225	26	,	,	PUNCT
fis-3081	225	27	as	as	ADP
fis-3081	225	28	a	a	DET
fis-3081	225	29	main	main	ADJ
fis-3081	225	30	reinforcement	reinforcement	NOUN
fis-3081	225	31	and	and	CCONJ
fis-3081	225	32	with	with	ADP
fis-3081	225	33	an	an	DET
fis-3081	225	34	8	8	NUM
fis-3081	225	35	mm	mm	NOUN
fis-3081	225	36	diameter	diameter	NOUN
fis-3081	225	37	non	non	ADJ
fis-3081	225	38	-	-	ADJ
fis-3081	225	39	deformed	deform	VERB
fis-3081	225	40	reinforcement	reinforcement	NOUN
fis-3081	225	41	made	make	VERB
fis-3081	225	42	of	of	ADP
fis-3081	225	43	mild	mild	ADJ
fis-3081	225	44	steel	steel	NOUN
fis-3081	225	45	(	(	PUNCT
fis-3081	225	46	st	st	NOUN
fis-3081	225	47	fy=280/	fy=280/	NOUN
fis-3081	225	48	fu=450	fu=450	NOUN
fis-3081	225	49	)	)	PUNCT
fis-3081	225	50	,	,	PUNCT
fis-3081	225	51	as	as	ADP
fis-3081	225	52	hooks	hook	NOUN
fis-3081	225	53	hangers	hanger	NOUN
fis-3081	225	54	.	.	PUNCT
fis-3081	226	1	hooks	hook	NOUN
fis-3081	226	2	with	with	ADP
fis-3081	226	3	a	a	DET
fis-3081	226	4	diameter	diameter	NOUN
fis-3081	226	5	of	of	ADP
fis-3081	226	6	8	8	NUM
fis-3081	226	7	mm	mm	NOUN
fis-3081	226	8	were	be	AUX
fis-3081	226	9	spaced	space	VERB
fis-3081	226	10	at	at	ADP
fis-3081	226	11	a	a	DET
fis-3081	226	12	distance	distance	NOUN
fis-3081	226	13	of	of	ADP
fis-3081	226	14	150	150	NUM
fis-3081	226	15	mm	mm	NOUN
fis-3081	226	16	from	from	ADP
fis-3081	226	17	one	one	NUM
fis-3081	226	18	another	another	DET
fis-3081	226	19	in	in	ADP
fis-3081	226	20	the	the	DET
fis-3081	226	21	major	major	ADJ
fis-3081	226	22	bending	bend	VERB
fis-3081	226	23	plane	plane	NOUN
fis-3081	226	24	.	.	PUNCT
fis-3081	227	1	clear	clear	ADJ
fis-3081	227	2	cover	cover	NOUN
fis-3081	227	3	to	to	ADP
fis-3081	227	4	reinforcement	reinforcement	NOUN
fis-3081	227	5	was	be	AUX
fis-3081	227	6	maintained	maintain	VERB
fis-3081	227	7	at	at	ADP
fis-3081	227	8	25	25	NUM
fis-3081	227	9	mm	mm	NOUN
fis-3081	227	10	.	.	PUNCT
fis-3081	227	11	m.	m.	PROPN
fis-3081	227	12	t.	t.	PROPN
fis-3081	227	13	nawar	nawar	PROPN
fis-3081	227	14	et	et	PROPN
fis-3081	227	15	alii	alii	PROPN
fis-3081	227	16	,	,	PUNCT
fis-3081	227	17	frattura	frattura	PROPN
fis-3081	227	18	ed	ed	PROPN
fis-3081	227	19	integrità	integrità	PROPN
fis-3081	227	20	strutturale	strutturale	PROPN
fis-3081	227	21	,	,	PUNCT
fis-3081	227	22	57	57	NUM
fis-3081	227	23	(	(	PUNCT
fis-3081	227	24	2021	2021	NUM
fis-3081	227	25	)	)	PUNCT
fis-3081	227	26	259	259	NUM
fis-3081	227	27	-	-	SYM
fis-3081	227	28	280	280	NUM
fis-3081	227	29	;	;	PUNCT
fis-3081	227	30	doi	doi	NOUN
fis-3081	227	31	:	:	PUNCT
fis-3081	227	32	10.3221	10.3221	NUM
fis-3081	227	33	/	/	SYM
fis-3081	227	34	igf	igf	NOUN
fis-3081	227	35	-	-	ADJ
fis-3081	227	36	esis.57.19	esis.57.19	ADJ
fis-3081	227	37	272	272	NUM
fis-3081	227	38	figure	figure	NOUN
fis-3081	227	39	21	21	NUM
fis-3081	227	40	:	:	PUNCT
fis-3081	227	41	typical	typical	ADJ
fis-3081	227	42	beam	beam	ADJ
fis-3081	227	43	reinforcement	reinforcement	NOUN
fis-3081	227	44	details	detail	NOUN
fis-3081	227	45	.	.	PUNCT
fis-3081	228	1	all	all	DET
fis-3081	228	2	r.c	r.c	PROPN
fis-3081	228	3	beams	beam	NOUN
fis-3081	228	4	were	be	AUX
fis-3081	228	5	exposed	expose	VERB
fis-3081	228	6	to	to	ADP
fis-3081	228	7	the	the	DET
fis-3081	228	8	same	same	ADJ
fis-3081	228	9	air	air	NOUN
fis-3081	228	10	blast	blast	NOUN
fis-3081	228	11	pressure	pressure	NOUN
fis-3081	228	12	as	as	ADP
fis-3081	228	13	the	the	DET
fis-3081	228	14	verified	verified	ADJ
fis-3081	228	15	r.c	r.c	PROPN
fis-3081	228	16	beam	beam	PROPN
fis-3081	228	17	(	(	PUNCT
fis-3081	228	18	b40	b40	NOUN
fis-3081	228	19	-	-	PUNCT
fis-3081	228	20	d4	d4	PROPN
fis-3081	228	21	)	)	PUNCT
fis-3081	228	22	.	.	PUNCT
fis-3081	229	1	the	the	DET
fis-3081	229	2	following	follow	VERB
fis-3081	229	3	results	result	NOUN
fis-3081	229	4	were	be	AUX
fis-3081	229	5	obtained	obtain	VERB
fis-3081	229	6	for	for	ADP
fis-3081	229	7	each	each	DET
fis-3081	229	8	beam	beam	NOUN
fis-3081	229	9	model	model	NOUN
fis-3081	229	10	:	:	PUNCT
fis-3081	229	11			X
fis-3081	229	12	max	max	PROPN
fis-3081	229	13	deflection	deflection	NOUN
fis-3081	229	14	at	at	ADP
fis-3081	229	15	mid	mid	NOUN
fis-3081	229	16	-	-	NOUN
fis-3081	229	17	span	span	NOUN
fis-3081	229	18	.	.	PUNCT
fis-3081	230	1			PROPN
fis-3081	230	2	mode	mode	NOUN
fis-3081	230	3	of	of	ADP
fis-3081	230	4	failure	failure	NOUN
fis-3081	230	5	.	.	PUNCT
fis-3081	231	1			X
fis-3081	231	2	flexural	flexural	ADJ
fis-3081	231	3	toughness	toughness	NOUN
fis-3081	231	4	(	(	PUNCT
fis-3081	231	5	energy	energy	NOUN
fis-3081	231	6	absorption	absorption	NOUN
fis-3081	231	7	)	)	PUNCT
fis-3081	231	8	.	.	PUNCT
fis-3081	232	1	time	time	NOUN
fis-3081	232	2	-	-	PUNCT
fis-3081	232	3	deflection	deflection	NOUN
fis-3081	232	4	relationship	relationship	NOUN
fis-3081	232	5	deflection	deflection	NOUN
fis-3081	232	6	was	be	AUX
fis-3081	232	7	measured	measure	VERB
fis-3081	232	8	at	at	ADP
fis-3081	232	9	mid	mid	NOUN
fis-3081	232	10	-	-	NOUN
fis-3081	232	11	span	span	NOUN
fis-3081	232	12	of	of	ADP
fis-3081	232	13	the	the	DET
fis-3081	232	14	tested	test	VERB
fis-3081	232	15	beams	beam	NOUN
fis-3081	232	16	.	.	PUNCT
fis-3081	233	1	time	time	NOUN
fis-3081	233	2	-	-	PUNCT
fis-3081	233	3	deflection	deflection	NOUN
fis-3081	233	4	curves	curve	NOUN
fis-3081	233	5	were	be	AUX
fis-3081	233	6	developed	develop	VERB
fis-3081	233	7	.	.	PUNCT
fis-3081	234	1	figs	fig	NOUN
fis-3081	234	2	.	.	PUNCT
fis-3081	235	1	22	22	NUM
fis-3081	235	2	show	show	NOUN
fis-3081	235	3	loaddeflection	loaddeflection	NOUN
fis-3081	235	4	curves	curve	NOUN
fis-3081	235	5	for	for	ADP
fis-3081	235	6	tested	test	VERB
fis-3081	235	7	beams	beam	NOUN
fis-3081	235	8	,	,	PUNCT
fis-3081	235	9	reflecting	reflect	VERB
fis-3081	235	10	the	the	DET
fis-3081	235	11	effect	effect	NOUN
fis-3081	235	12	of	of	ADP
fis-3081	235	13	adding	add	VERB
fis-3081	235	14	smcs	smcs	ADJ
fis-3081	235	15	and	and	CCONJ
fis-3081	235	16	revealing	reveal	VERB
fis-3081	235	17	the	the	DET
fis-3081	235	18	effect	effect	NOUN
fis-3081	235	19	of	of	ADP
fis-3081	235	20	the	the	DET
fis-3081	235	21	presence	presence	NOUN
fis-3081	235	22	of	of	ADP
fis-3081	235	23	steel	steel	NOUN
fis-3081	235	24	fibers	fiber	NOUN
fis-3081	235	25	with	with	ADP
fis-3081	235	26	different	different	ADJ
fis-3081	235	27	volume	volume	NOUN
fis-3081	235	28	fraction	fraction	NOUN
fis-3081	235	29	content	content	NOUN
fis-3081	235	30	.	.	PUNCT
fis-3081	236	1	figures	figure	NOUN
fis-3081	236	2	22	22	NUM
fis-3081	236	3	:	:	PUNCT
fis-3081	236	4	time	time	NOUN
fis-3081	236	5	-	-	PUNCT
fis-3081	236	6	deflection	deflection	NOUN
fis-3081	236	7	curves	curve	NOUN
fis-3081	236	8	for	for	ADP
fis-3081	236	9	tested	test	VERB
fis-3081	236	10	beams	beam	NOUN
fis-3081	236	11	.	.	PUNCT
fis-3081	237	1	modes	mode	NOUN
fis-3081	237	2	of	of	ADP
fis-3081	237	3	failure	failure	NOUN
fis-3081	237	4	igs	ig	NOUN
fis-3081	237	5	.	.	PROPN
fis-3081	237	6	23	23	NUM
fis-3081	237	7	and	and	CCONJ
fis-3081	237	8	24	24	NUM
fis-3081	237	9	show	show	VERB
fis-3081	237	10	the	the	DET
fis-3081	237	11	tensile	tensile	NOUN
fis-3081	237	12	stress	stress	NOUN
fis-3081	237	13	s11	s11	NOUN
fis-3081	237	14	for	for	ADP
fis-3081	237	15	reinforcement	reinforcement	NOUN
fis-3081	237	16	steel	steel	NOUN
fis-3081	237	17	and	and	CCONJ
fis-3081	237	18	compressive	compressive	ADJ
fis-3081	237	19	stress	stress	NOUN
fis-3081	237	20	s33	s33	NOUN
fis-3081	237	21	results	result	NOUN
fis-3081	237	22	for	for	ADP
fis-3081	237	23	the	the	DET
fis-3081	237	24	tested	test	VERB
fis-3081	237	25	r.c	r.c	PROPN
fis-3081	237	26	beams	beam	NOUN
fis-3081	237	27	obtained	obtain	VERB
fis-3081	237	28	by	by	ADP
fis-3081	237	29	a	a	DET
fis-3081	237	30	numerical	numerical	PROPN
fis-3081	237	31	simulation	simulation	NOUN
fis-3081	237	32	.	.	PUNCT
fis-3081	238	1	figures	figure	NOUN
fis-3081	238	2	show	show	VERB
fis-3081	238	3	that	that	SCONJ
fis-3081	238	4	ductile	ductile	NOUN
fis-3081	238	5	failure	failure	NOUN
fis-3081	238	6	has	have	AUX
fis-3081	238	7	occurred	occur	VERB
fis-3081	238	8	in	in	ADP
fis-3081	238	9	all	all	DET
fis-3081	238	10	tested	test	VERB
fis-3081	238	11	beams	beam	NOUN
fis-3081	238	12	.	.	PUNCT
fis-3081	239	1	the	the	DET
fis-3081	239	2	steel	steel	NOUN
fis-3081	239	3	reinforcement	reinforcement	NOUN
fis-3081	239	4	stress	stress	NOUN
fis-3081	239	5	reached	reach	VERB
fis-3081	239	6	yielding	yield	VERB
fis-3081	239	7	stress	stress	NOUN
fis-3081	239	8	first	first	ADV
fis-3081	239	9	then	then	ADV
fis-3081	239	10	the	the	DET
fis-3081	239	11	concrete	concrete	ADJ
fis-3081	239	12	crushes	crush	VERB
fis-3081	239	13	at	at	ADP
fis-3081	239	14	the	the	DET
fis-3081	239	15	compression	compression	NOUN
fis-3081	239	16	zone	zone	NOUN
fis-3081	239	17	after	after	ADP
fis-3081	239	18	experiencing	experience	VERB
fis-3081	239	19	large	large	ADJ
fis-3081	239	20	deflections	deflection	NOUN
fis-3081	239	21	.	.	PUNCT
fis-3081	240	1	figs	fig	NOUN
fis-3081	240	2	.	.	PUNCT
fis-3081	241	1	25	25	NUM
fis-3081	241	2	show	show	VERB
fis-3081	241	3	the	the	DET
fis-3081	241	4	failure	failure	NOUN
fis-3081	241	5	shapes	shape	NOUN
fis-3081	241	6	expected	expect	VERB
fis-3081	241	7	by	by	ADP
fis-3081	241	8	strain	strain	NOUN
fis-3081	241	9	contours	contours	NOUN
fis-3081	241	10	and	and	CCONJ
fis-3081	241	11	indicates	indicate	VERB
fis-3081	241	12	how	how	SCONJ
fis-3081	241	13	all	all	DET
fis-3081	241	14	beams	beam	NOUN
fis-3081	241	15	suffer	suffer	VERB
fis-3081	241	16	flexural	flexural	ADJ
fis-3081	241	17	deformations	deformation	NOUN
fis-3081	241	18	and	and	CCONJ
fis-3081	241	19	bending	bend	VERB
fis-3081	241	20	failure	failure	NOUN
fis-3081	241	21	.	.	PUNCT
fis-3081	242	1	flexural	flexural	ADJ
fis-3081	242	2	toughness	toughness	NOUN
fis-3081	242	3	(	(	PUNCT
fis-3081	242	4	energy	energy	NOUN
fis-3081	242	5	absorption	absorption	NOUN
fis-3081	242	6	)	)	PUNCT
fis-3081	242	7	a	a	DET
fis-3081	242	8	ductile	ductile	NOUN
fis-3081	242	9	structure	structure	NOUN
fis-3081	242	10	can	can	AUX
fis-3081	242	11	withstand	withstand	VERB
fis-3081	242	12	much	much	ADV
fis-3081	242	13	more	more	ADJ
fis-3081	242	14	energy	energy	NOUN
fis-3081	242	15	(	(	PUNCT
fis-3081	242	16	toughness	toughness	NOUN
fis-3081	242	17	)	)	PUNCT
fis-3081	242	18	than	than	ADP
fis-3081	242	19	a	a	DET
fis-3081	242	20	brittle	brittle	ADJ
fis-3081	242	21	structure	structure	NOUN
fis-3081	242	22	of	of	ADP
fis-3081	242	23	the	the	DET
fis-3081	242	24	same	same	ADJ
fis-3081	242	25	static	static	ADJ
fis-3081	242	26	strength	strength	NOUN
fis-3081	242	27	.	.	PUNCT
fis-3081	243	1	the	the	DET
fis-3081	243	2	area	area	NOUN
fis-3081	243	3	under	under	ADP
fis-3081	243	4	the	the	DET
fis-3081	243	5	dynamic	dynamic	ADJ
fis-3081	243	6	reactions	reaction	NOUN
fis-3081	243	7	-	-	PUNCT
fis-3081	243	8	deflection	deflection	NOUN
fis-3081	243	9	curve	curve	NOUN
fis-3081	243	10	(	(	PUNCT
fis-3081	243	11	limited	limit	VERB
fis-3081	243	12	up	up	ADP
fis-3081	243	13	to	to	ADP
fis-3081	243	14	concrete	concrete	NOUN
fis-3081	243	15	reaching	reach	VERB
fis-3081	243	16	the	the	DET
fis-3081	243	17	maximum	maximum	ADJ
fis-3081	243	18	compressive	compressive	ADJ
fis-3081	243	19	stress	stress	NOUN
fis-3081	243	20	)	)	PUNCT
fis-3081	243	21	was	be	AUX
fis-3081	243	22	taken	take	VERB
fis-3081	243	23	into	into	ADP
fis-3081	243	24	consideration	consideration	NOUN
fis-3081	243	25	as	as	ADP
fis-3081	243	26	flexural	flexural	ADJ
fis-3081	243	27	toughness	toughness	NOUN
fis-3081	243	28	of	of	ADP
fis-3081	243	29	tested	test	VERB
fis-3081	243	30	beams	beam	NOUN
fis-3081	243	31	as	as	SCONJ
fis-3081	243	32	illustrated	illustrate	VERB
fis-3081	243	33	in	in	ADP
fis-3081	243	34	figs	fig	NOUN
fis-3081	243	35	.	.	PUNCT
fis-3081	244	1	26	26	NUM
fis-3081	244	2	.	.	X
fis-3081	244	3	tab	tab	NOUN
fis-3081	244	4	.	.	PUNCT
fis-3081	245	1	12	12	NUM
fis-3081	245	2	shows	show	VERB
fis-3081	245	3	the	the	DET
fis-3081	245	4	max	max	PROPN
fis-3081	245	5	deflection	deflection	NOUN
fis-3081	245	6	and	and	CCONJ
fis-3081	245	7	flexural	flexural	ADJ
fis-3081	245	8	toughness	toughness	NOUN
fis-3081	245	9	results	result	NOUN
fis-3081	245	10	of	of	ADP
fis-3081	245	11	tested	test	VERB
fis-3081	245	12	beams	beam	NOUN
fis-3081	245	13	.	.	PUNCT
fis-3081	246	1	fig	fig	NOUN
fis-3081	246	2	.	.	PUNCT
fis-3081	247	1	27	27	NUM
fis-3081	247	2	shows	show	VERB
fis-3081	247	3	the	the	DET
fis-3081	247	4	percentage	percentage	NOUN
fis-3081	247	5	of	of	ADP
fis-3081	247	6	increase	increase	NOUN
fis-3081	247	7	in	in	ADP
fis-3081	247	8	flexural	flexural	ADJ
fis-3081	247	9	toughness	toughness	NOUN
fis-3081	247	10	of	of	ADP
fis-3081	247	11	tested	test	VERB
fis-3081	247	12	beams	beam	NOUN
fis-3081	247	13	under	under	ADP
fis-3081	247	14	blast	blast	NOUN
fis-3081	247	15	loading	loading	NOUN
fis-3081	247	16	in	in	ADP
fis-3081	247	17	comparison	comparison	NOUN
fis-3081	247	18	with	with	ADP
fis-3081	247	19	the	the	DET
fis-3081	247	20	compared	compare	VERB
fis-3081	247	21	to	to	ADP
fis-3081	247	22	reference	reference	NOUN
fis-3081	247	23	beam	beam	NOUN
fis-3081	247	24	(	(	PUNCT
fis-3081	247	25	b1	b1	NOUN
fis-3081	247	26	)	)	PUNCT
fis-3081	247	27	.	.	PUNCT
fis-3081	248	1	f	f	PROPN
fis-3081	248	2	m.	m.	NOUN
fis-3081	248	3	t.	t.	PROPN
fis-3081	248	4	nawar	nawar	PROPN
fis-3081	248	5	et	et	PROPN
fis-3081	248	6	alii	alii	PROPN
fis-3081	248	7	,	,	PUNCT
fis-3081	248	8	frattura	frattura	PROPN
fis-3081	248	9	ed	ed	PROPN
fis-3081	248	10	integrità	integrità	PROPN
fis-3081	248	11	strutturale	strutturale	PROPN
fis-3081	248	12	,	,	PUNCT
fis-3081	248	13	57	57	NUM
fis-3081	248	14	(	(	PUNCT
fis-3081	248	15	2021	2021	NUM
fis-3081	248	16	)	)	PUNCT
fis-3081	248	17	259	259	NUM
fis-3081	248	18	-	-	SYM
fis-3081	248	19	280	280	NUM
fis-3081	248	20	;	;	PUNCT
fis-3081	248	21	doi	doi	NOUN
fis-3081	248	22	:	:	PUNCT
fis-3081	248	23	10.3221	10.3221	NUM
fis-3081	248	24	/	/	SYM
fis-3081	248	25	igf	igf	NOUN
fis-3081	248	26	-	-	ADJ
fis-3081	248	27	esis.57.19	esis.57.19	ADJ
fis-3081	248	28	273	273	NUM
fis-3081	248	29	figures	figure	NOUN
fis-3081	248	30	23	23	NUM
fis-3081	248	31	:	:	PUNCT
fis-3081	248	32	time	time	NOUN
fis-3081	248	33	-	-	PUNCT
fis-3081	248	34	tensile	tensile	NOUN
fis-3081	248	35	stress	stress	NOUN
fis-3081	248	36	(	(	PUNCT
fis-3081	248	37	s11	s11	NOUN
fis-3081	248	38	)	)	PUNCT
fis-3081	248	39	curves	curve	NOUN
fis-3081	248	40	for	for	ADP
fis-3081	248	41	tested	test	VERB
fis-3081	248	42	beams	beam	NOUN
fis-3081	248	43	.	.	PUNCT
fis-3081	249	1	figures	figure	NOUN
fis-3081	249	2	24	24	NUM
fis-3081	249	3	:	:	PUNCT
fis-3081	249	4	time	time	NOUN
fis-3081	249	5	-	-	PUNCT
fis-3081	249	6	compressive	compressive	ADJ
fis-3081	249	7	stress	stress	NOUN
fis-3081	249	8	(	(	PUNCT
fis-3081	249	9	s33	s33	PROPN
fis-3081	249	10	)	)	PUNCT
fis-3081	249	11	curves	curve	NOUN
fis-3081	249	12	for	for	ADP
fis-3081	249	13	tested	test	VERB
fis-3081	249	14	beams	beam	NOUN
fis-3081	249	15	.	.	PUNCT
fis-3081	250	1	m.	m.	NOUN
fis-3081	250	2	t.	t.	PROPN
fis-3081	250	3	nawar	nawar	PROPN
fis-3081	250	4	et	et	PROPN
fis-3081	250	5	alii	alii	PROPN
fis-3081	250	6	,	,	PUNCT
fis-3081	250	7	frattura	frattura	PROPN
fis-3081	250	8	ed	ed	PROPN
fis-3081	250	9	integrità	integrità	PROPN
fis-3081	250	10	strutturale	strutturale	PROPN
fis-3081	250	11	,	,	PUNCT
fis-3081	250	12	57	57	NUM
fis-3081	250	13	(	(	PUNCT
fis-3081	250	14	2021	2021	NUM
fis-3081	250	15	)	)	PUNCT
fis-3081	250	16	259	259	NUM
fis-3081	250	17	-	-	SYM
fis-3081	250	18	280	280	NUM
fis-3081	250	19	;	;	PUNCT
fis-3081	250	20	doi	doi	NOUN
fis-3081	250	21	:	:	PUNCT
fis-3081	250	22	10.3221	10.3221	NUM
fis-3081	250	23	/	/	SYM
fis-3081	250	24	igf	igf	NOUN
fis-3081	250	25	-	-	PUNCT
fis-3081	250	26	esis.57.19	esis.57.19	NOUN
fis-3081	250	27	274	274	NUM
fis-3081	250	28	r.c	r.c	PROPN
fis-3081	250	29	(	(	PUNCT
fis-3081	250	30	b1	b1	PROPN
fis-3081	250	31	)	)	PUNCT
fis-3081	250	32	r.c	r.c	PROPN
fis-3081	250	33	(	(	PUNCT
fis-3081	250	34	b4	b4	PROPN
fis-3081	250	35	)	)	PUNCT
fis-3081	250	36	r.c	r.c	PROPN
fis-3081	250	37	(	(	PUNCT
fis-3081	250	38	b2	b2	PROPN
fis-3081	250	39	)	)	PUNCT
fis-3081	250	40	r.c	r.c	PROPN
fis-3081	250	41	(	(	PUNCT
fis-3081	250	42	b5	b5	PROPN
fis-3081	250	43	)	)	PUNCT
fis-3081	251	1	r.c	r.c	PROPN
fis-3081	251	2	(	(	PUNCT
fis-3081	251	3	b3	b3	PROPN
fis-3081	251	4	)	)	PUNCT
fis-3081	251	5	r.c	r.c	PROPN
fis-3081	251	6	(	(	PUNCT
fis-3081	251	7	b6	b6	NOUN
fis-3081	251	8	)	)	PUNCT
fis-3081	251	9	figures	figure	NOUN
fis-3081	251	10	25	25	NUM
fis-3081	251	11	:	:	PUNCT
fis-3081	251	12	mode	mode	NOUN
fis-3081	251	13	of	of	ADP
fis-3081	251	14	failure	failure	NOUN
fis-3081	251	15	for	for	ADP
fis-3081	251	16	tested	test	VERB
fis-3081	251	17	beams	beam	NOUN
fis-3081	251	18	.	.	PUNCT
fis-3081	252	1	beam	beam	NOUN
fis-3081	252	2	model	model	NOUN
fis-3081	252	3	concrete	concrete	ADJ
fis-3081	252	4	mix	mix	NOUN
fis-3081	252	5	failure	failure	NOUN
fis-3081	252	6	time	time	NOUN
fis-3081	252	7	(	(	PUNCT
fis-3081	252	8	ms	ms	PROPN
fis-3081	252	9	)	)	PUNCT
fis-3081	252	10	max	max	PROPN
fis-3081	252	11	.	.	PUNCT
fis-3081	253	1	deflection	deflection	NOUN
fis-3081	253	2	(	(	PUNCT
fis-3081	253	3	mm	mm	NOUN
fis-3081	253	4	)	)	PUNCT
fis-3081	253	5	flexural	flexural	ADJ
fis-3081	253	6	toughness	toughness	NOUN
fis-3081	253	7	(	(	PUNCT
fis-3081	253	8	joule	joule	NOUN
fis-3081	253	9	)	)	PUNCT
fis-3081	253	10	b1	b1	NOUN
fis-3081	253	11	scms0%+sfs0	scms0%+sfs0	NOUN
fis-3081	253	12	%	%	NOUN
fis-3081	253	13	3.6	3.6	NUM
fis-3081	253	14	8.5	8.5	NUM
fis-3081	253	15	626.2	626.2	NUM
fis-3081	253	16	b2	b2	NOUN
fis-3081	253	17	scms0%+sfs1	scms0%+sfs1	PROPN
fis-3081	253	18	%	%	NOUN
fis-3081	253	19	3.75	3.75	NUM
fis-3081	253	20	7.7	7.7	NUM
fis-3081	253	21	676.4	676.4	NUM
fis-3081	253	22	b3	b3	NOUN
fis-3081	253	23	scms0%+sfs2	scms0%+sfs2	PROPN
fis-3081	253	24	%	%	NOUN
fis-3081	253	25	3.75	3.75	NUM
fis-3081	253	26	7.5	7.5	NUM
fis-3081	253	27	705.3	705.3	NUM
fis-3081	253	28	b4	b4	NOUN
fis-3081	253	29	ms10%+ns1%+sfs0	ms10%+ns1%+sfs0	NOUN
fis-3081	253	30	%	%	NOUN
fis-3081	253	31	4.2	4.2	NUM
fis-3081	253	32	9.3	9.3	NUM
fis-3081	253	33	720.3	720.3	NUM
fis-3081	253	34	b5	b5	NOUN
fis-3081	253	35	ms10%+ns1%+sfs1	ms10%+ns1%+sfs1	PROPN
fis-3081	253	36	%	%	NOUN
fis-3081	253	37	4.8	4.8	NUM
fis-3081	253	38	8.8	8.8	NUM
fis-3081	253	39	750.7	750.7	NUM
fis-3081	253	40	b6	b6	NOUN
fis-3081	253	41	ms10%+ns1%+sfs2	ms10%+ns1%+sfs2	NOUN
fis-3081	253	42	%	%	NOUN
fis-3081	253	43	6	6	NUM
fis-3081	253	44	8.2	8.2	NUM
fis-3081	253	45	774.0	774.0	NUM
fis-3081	253	46	table	table	NOUN
fis-3081	253	47	12	12	NUM
fis-3081	253	48	:	:	PUNCT
fis-3081	253	49	flexural	flexural	ADJ
fis-3081	253	50	toughness	toughness	NOUN
fis-3081	253	51	results	result	NOUN
fis-3081	253	52	of	of	ADP
fis-3081	253	53	tested	test	VERB
fis-3081	253	54	beams	beam	NOUN
fis-3081	253	55	.	.	PUNCT
fis-3081	254	1	figures	figure	NOUN
fis-3081	254	2	26	26	NUM
fis-3081	254	3	:	:	PUNCT
fis-3081	254	4	dynamic	dynamic	ADJ
fis-3081	254	5	reaction	reaction	NOUN
fis-3081	254	6	-	-	PUNCT
fis-3081	254	7	deflection	deflection	NOUN
fis-3081	254	8	curves	curve	NOUN
fis-3081	254	9	(	(	PUNCT
fis-3081	254	10	limited	limited	ADJ
fis-3081	254	11	)	)	PUNCT
fis-3081	254	12	for	for	ADP
fis-3081	254	13	tested	test	VERB
fis-3081	254	14	beams	beam	NOUN
fis-3081	254	15	.	.	PUNCT
fis-3081	255	1	m.	m.	NOUN
fis-3081	255	2	t.	t.	PROPN
fis-3081	255	3	nawar	nawar	PROPN
fis-3081	255	4	et	et	PROPN
fis-3081	255	5	alii	alii	PROPN
fis-3081	255	6	,	,	PUNCT
fis-3081	255	7	frattura	frattura	PROPN
fis-3081	255	8	ed	ed	PROPN
fis-3081	255	9	integrità	integrità	PROPN
fis-3081	255	10	strutturale	strutturale	PROPN
fis-3081	255	11	,	,	PUNCT
fis-3081	255	12	57	57	NUM
fis-3081	255	13	(	(	PUNCT
fis-3081	255	14	2021	2021	NUM
fis-3081	255	15	)	)	PUNCT
fis-3081	255	16	259	259	NUM
fis-3081	255	17	-	-	SYM
fis-3081	255	18	280	280	NUM
fis-3081	255	19	;	;	PUNCT
fis-3081	255	20	doi	doi	NOUN
fis-3081	255	21	:	:	PUNCT
fis-3081	255	22	10.3221	10.3221	NUM
fis-3081	255	23	/	/	SYM
fis-3081	255	24	igf	igf	NOUN
fis-3081	255	25	-	-	ADJ
fis-3081	255	26	esis.57.19	esis.57.19	ADJ
fis-3081	255	27	275	275	NUM
fis-3081	255	28	figure	figure	NOUN
fis-3081	255	29	27	27	NUM
fis-3081	255	30	:	:	PUNCT
fis-3081	255	31	the	the	DET
fis-3081	255	32	increase	increase	NOUN
fis-3081	255	33	in	in	ADP
fis-3081	255	34	flexural	flexural	ADJ
fis-3081	255	35	toughness	toughness	NOUN
fis-3081	255	36	of	of	ADP
fis-3081	255	37	r.c	r.c	PROPN
fis-3081	255	38	beams	beam	NOUN
fis-3081	255	39	under	under	ADP
fis-3081	255	40	blast	blast	NOUN
fis-3081	255	41	loading	loading	NOUN
fis-3081	255	42	.	.	PUNCT
fis-3081	256	1	parametric	parametric	ADJ
fis-3081	256	2	study	study	NOUN
fis-3081	256	3	he	he	PRON
fis-3081	256	4	finite	finite	VERB
fis-3081	256	5	element	element	PROPN
fis-3081	256	6	test	test	NOUN
fis-3081	256	7	program	program	NOUN
fis-3081	256	8	was	be	AUX
fis-3081	256	9	further	far	ADV
fis-3081	256	10	extended	extended	ADJ
fis-3081	256	11	to	to	PART
fis-3081	256	12	investigate	investigate	VERB
fis-3081	256	13	the	the	DET
fis-3081	256	14	impact	impact	NOUN
fis-3081	256	15	of	of	ADP
fis-3081	256	16	the	the	DET
fis-3081	256	17	tensile	tensile	NOUN
fis-3081	256	18	reinforcement	reinforcement	NOUN
fis-3081	256	19	ratio	ratio	NOUN
fis-3081	256	20	on	on	ADP
fis-3081	256	21	the	the	DET
fis-3081	256	22	behavior	behavior	NOUN
fis-3081	256	23	of	of	ADP
fis-3081	256	24	tested	test	VERB
fis-3081	256	25	r.c	r.c	PROPN
fis-3081	256	26	beams	beam	NOUN
fis-3081	256	27	under	under	ADP
fis-3081	256	28	blast	blast	NOUN
fis-3081	256	29	loading	loading	NOUN
fis-3081	256	30	with	with	ADP
fis-3081	256	31	and	and	CCONJ
fis-3081	256	32	without	without	ADP
fis-3081	256	33	smcs	smcs	ADJ
fis-3081	256	34	(	(	PUNCT
fis-3081	256	35	10%ms+1%ns	10%ms+1%ns	NUM
fis-3081	256	36	)	)	PUNCT
fis-3081	256	37	in	in	ADP
fis-3081	256	38	the	the	DET
fis-3081	256	39	presence	presence	NOUN
fis-3081	256	40	of	of	ADP
fis-3081	256	41	sfs	sfs	NOUN
fis-3081	256	42	with	with	ADP
fis-3081	256	43	different	different	ADJ
fis-3081	256	44	volume	volume	NOUN
fis-3081	256	45	fractions	fraction	NOUN
fis-3081	256	46	.	.	PUNCT
fis-3081	257	1	three	three	NUM
fis-3081	257	2	reinforcement	reinforcement	NOUN
fis-3081	257	3	ratios	ratio	NOUN
fis-3081	257	4	were	be	AUX
fis-3081	257	5	selected	select	VERB
fis-3081	257	6	.	.	PUNCT
fis-3081	258	1	these	these	DET
fis-3081	258	2	ratios	ratio	NOUN
fis-3081	258	3	are	be	AUX
fis-3081	258	4	0.5	0.5	NUM
fis-3081	258	5	%	%	NOUN
fis-3081	258	6	(	(	PUNCT
fis-3081	258	7	using	use	VERB
fis-3081	258	8	2bars	2bar	NOUN
fis-3081	258	9	with	with	ADP
fis-3081	258	10	diameter	diameter	NOUN
fis-3081	258	11	of	of	ADP
fis-3081	258	12	8	8	NUM
fis-3081	258	13	mm	mm	NOUN
fis-3081	258	14	)	)	PUNCT
fis-3081	258	15	,	,	PUNCT
fis-3081	258	16	0.78	0.78	NUM
fis-3081	258	17	%	%	NOUN
fis-3081	258	18	(	(	PUNCT
fis-3081	258	19	using	use	VERB
fis-3081	258	20	2	2	NUM
fis-3081	258	21	bars	bar	NOUN
fis-3081	258	22	with	with	ADP
fis-3081	258	23	diameter	diameter	NOUN
fis-3081	258	24	of	of	ADP
fis-3081	258	25	10	10	NUM
fis-3081	258	26	mm	mm	NOUN
fis-3081	258	27	)	)	PUNCT
fis-3081	258	28	,	,	PUNCT
fis-3081	258	29	and	and	CCONJ
fis-3081	258	30	1.13	1.13	NUM
fis-3081	258	31	%	%	NOUN
fis-3081	258	32	(	(	PUNCT
fis-3081	258	33	using	use	VERB
fis-3081	258	34	2	2	NUM
fis-3081	258	35	bars	bar	NOUN
fis-3081	258	36	with	with	ADP
fis-3081	258	37	diameter	diameter	NOUN
fis-3081	258	38	of	of	ADP
fis-3081	258	39	12	12	NUM
fis-3081	258	40	mm	mm	NOUN
fis-3081	258	41	)	)	PUNCT
fis-3081	258	42	.	.	PUNCT
fis-3081	259	1	tab	tab	NOUN
fis-3081	259	2	.	.	PUNCT
fis-3081	260	1	13	13	NUM
fis-3081	260	2	shows	show	VERB
fis-3081	260	3	a	a	DET
fis-3081	260	4	summary	summary	NOUN
fis-3081	260	5	of	of	ADP
fis-3081	260	6	the	the	DET
fis-3081	260	7	calculated	calculate	VERB
fis-3081	260	8	results	result	NOUN
fis-3081	260	9	for	for	ADP
fis-3081	260	10	fe	fe	X
fis-3081	260	11	r.c	r.c	PROPN
fis-3081	260	12	beam	beam	NOUN
fis-3081	260	13	models	model	NOUN
fis-3081	260	14	under	under	ADP
fis-3081	260	15	blast	blast	NOUN
fis-3081	260	16	loading	loading	NOUN
fis-3081	260	17	.	.	PUNCT
fis-3081	261	1	the	the	DET
fis-3081	261	2	following	follow	VERB
fis-3081	261	3	results	result	NOUN
fis-3081	261	4	were	be	AUX
fis-3081	261	5	obtained	obtain	VERB
fis-3081	261	6	for	for	ADP
fis-3081	261	7	each	each	DET
fis-3081	261	8	beam	beam	NOUN
fis-3081	261	9	model	model	NOUN
fis-3081	261	10	:	:	PUNCT
fis-3081	261	11			X
fis-3081	261	12	max	max	PROPN
fis-3081	261	13	deflection	deflection	NOUN
fis-3081	261	14	at	at	ADP
fis-3081	261	15	mid	mid	NOUN
fis-3081	261	16	-	-	NOUN
fis-3081	261	17	span	span	NOUN
fis-3081	261	18	.	.	PUNCT
fis-3081	262	1			X
fis-3081	262	2	flexural	flexural	ADJ
fis-3081	262	3	toughness	toughness	NOUN
fis-3081	262	4	values	value	NOUN
fis-3081	262	5	(	(	PUNCT
fis-3081	262	6	energy	energy	NOUN
fis-3081	262	7	absorption	absorption	NOUN
fis-3081	262	8	)	)	PUNCT
fis-3081	262	9	.	.	PUNCT
fis-3081	263	1	beam	beam	PROPN
fis-3081	263	2	model	model	PROPN
fis-3081	263	3	𝝁	𝝁	PROPN
fis-3081	263	4	%	%	INTJ
fis-3081	263	5	max	max	PROPN
fis-3081	263	6	.	.	PUNCT
fis-3081	263	7	deflection(mm	deflection(mm	PROPN
fis-3081	263	8	)	)	PUNCT
fis-3081	263	9	failure	failure	NOUN
fis-3081	263	10	time	time	NOUN
fis-3081	263	11	(	(	PUNCT
fis-3081	263	12	ms	ms	NOUN
fis-3081	263	13	)	)	PUNCT
fis-3081	263	14	flexural	flexural	ADJ
fis-3081	263	15	toughness	toughness	NOUN
fis-3081	263	16	(	(	PUNCT
fis-3081	263	17	joule	joule	NOUN
fis-3081	263	18	)	)	PUNCT
fis-3081	263	19	failure	failure	NOUN
fis-3081	263	20	mode	mode	NOUN
fis-3081	263	21	b1	b1	NOUN
fis-3081	263	22	0.5	0.5	NUM
fis-3081	263	23	9.13	9.13	NUM
fis-3081	263	24	3.6	3.6	NUM
fis-3081	263	25	587	587	NUM
fis-3081	263	26	ductile	ductile	NOUN
fis-3081	263	27	failure	failure	NOUN
fis-3081	263	28	0.78	0.78	NUM
fis-3081	263	29	8.5	8.5	NUM
fis-3081	263	30	3.6	3.6	NUM
fis-3081	263	31	626.2	626.2	NUM
fis-3081	263	32	1.13	1.13	NUM
fis-3081	263	33	7.88	7.88	NUM
fis-3081	263	34	3.6	3.6	NUM
fis-3081	263	35	631.7	631.7	NUM
fis-3081	263	36	b2	b2	NOUN
fis-3081	263	37	0.5	0.5	NUM
fis-3081	263	38	8.03	8.03	NUM
fis-3081	263	39	3.75	3.75	NUM
fis-3081	263	40	627.4	627.4	NUM
fis-3081	263	41	ductile	ductile	NOUN
fis-3081	263	42	failure	failure	NOUN
fis-3081	263	43	0.78	0.78	NUM
fis-3081	263	44	7.7	7.7	NUM
fis-3081	263	45	3.75	3.75	NUM
fis-3081	263	46	676.4	676.4	NUM
fis-3081	263	47	1.13	1.13	NUM
fis-3081	263	48	7.08	7.08	NUM
fis-3081	263	49	3.75	3.75	NUM
fis-3081	263	50	649.1	649.1	NUM
fis-3081	263	51	b3	b3	PROPN
fis-3081	263	52	0.5	0.5	NUM
fis-3081	263	53	7.67	7.67	NUM
fis-3081	263	54	3.75	3.75	NUM
fis-3081	263	55	644.1	644.1	NUM
fis-3081	263	56	ductile	ductile	NOUN
fis-3081	263	57	failure	failure	NOUN
fis-3081	263	58	0.78	0.78	NUM
fis-3081	263	59	7.6	7.6	NUM
fis-3081	263	60	3.75	3.75	NUM
fis-3081	263	61	705.3	705.3	NUM
fis-3081	263	62	1.13	1.13	NUM
fis-3081	263	63	6.52	6.52	NUM
fis-3081	263	64	3.75	3.75	NUM
fis-3081	263	65	602	602	NUM
fis-3081	263	66	b4	b4	NOUN
fis-3081	263	67	0.5	0.5	NUM
fis-3081	263	68	10.7	10.7	NUM
fis-3081	263	69	4.2	4.2	NUM
fis-3081	263	70	693.88	693.88	NUM
fis-3081	263	71	ductile	ductile	NOUN
fis-3081	263	72	failure	failure	NOUN
fis-3081	263	73	0.78	0.78	NUM
fis-3081	263	74	9.35	9.35	NUM
fis-3081	263	75	4.2	4.2	NUM
fis-3081	263	76	720.3	720.3	NUM
fis-3081	263	77	1.13	1.13	NUM
fis-3081	263	78	8.08	8.08	NUM
fis-3081	263	79	4.2	4.2	NUM
fis-3081	263	80	673.1	673.1	NUM
fis-3081	263	81	b5	b5	NOUN
fis-3081	263	82	0.5	0.5	NUM
fis-3081	263	83	8.72	8.72	NUM
fis-3081	263	84	4.2	4.2	NUM
fis-3081	263	85	745.6	745.6	NUM
fis-3081	263	86	ductile	ductile	NOUN
fis-3081	263	87	failure	failure	NOUN
fis-3081	263	88	0.78	0.78	NUM
fis-3081	263	89	8.21	8.21	NUM
fis-3081	263	90	4.8	4.8	NUM
fis-3081	263	91	750.7	750.7	NUM
fis-3081	263	92	1.13	1.13	NUM
fis-3081	263	93	7.46	7.46	NUM
fis-3081	263	94	4.8	4.8	NUM
fis-3081	263	95	718	718	NUM
fis-3081	263	96	b6	b6	NOUN
fis-3081	263	97	0.5	0.5	NUM
fis-3081	263	98	8.39	8.39	NUM
fis-3081	263	99	4.2	4.2	NUM
fis-3081	263	100	773.5	773.5	NUM
fis-3081	263	101	ductile	ductile	NOUN
fis-3081	263	102	failure	failure	NOUN
fis-3081	263	103	0.78	0.78	NUM
fis-3081	263	104	8.22	8.22	NUM
fis-3081	263	105	6	6	NUM
fis-3081	263	106	774	774	NUM
fis-3081	263	107	1.13	1.13	NUM
fis-3081	263	108	7.25	7.25	NUM
fis-3081	263	109	4.8	4.8	NUM
fis-3081	263	110	755.6	755.6	NUM
fis-3081	263	111	table	table	NOUN
fis-3081	263	112	13	13	NUM
fis-3081	263	113	:	:	PUNCT
fis-3081	263	114	finite	finite	PROPN
fis-3081	263	115	element	element	NOUN
fis-3081	263	116	results	result	NOUN
fis-3081	263	117	for	for	ADP
fis-3081	263	118	r.c	r.c	PROPN
fis-3081	263	119	beams	beam	NOUN
fis-3081	263	120	models	model	NOUN
fis-3081	263	121	using	use	VERB
fis-3081	263	122	different	different	ADJ
fis-3081	263	123	reinforcement	reinforcement	NOUN
fis-3081	263	124	ratios	ratio	NOUN
fis-3081	263	125	.	.	PUNCT
fis-3081	264	1	t	t	PROPN
fis-3081	264	2	m.	m.	NOUN
fis-3081	264	3	t.	t.	PROPN
fis-3081	264	4	nawar	nawar	PROPN
fis-3081	264	5	et	et	PROPN
fis-3081	264	6	alii	alii	PROPN
fis-3081	264	7	,	,	PUNCT
fis-3081	264	8	frattura	frattura	PROPN
fis-3081	264	9	ed	ed	PROPN
fis-3081	264	10	integrità	integrità	PROPN
fis-3081	264	11	strutturale	strutturale	PROPN
fis-3081	264	12	,	,	PUNCT
fis-3081	264	13	57	57	NUM
fis-3081	264	14	(	(	PUNCT
fis-3081	264	15	2021	2021	NUM
fis-3081	264	16	)	)	PUNCT
fis-3081	264	17	259	259	NUM
fis-3081	264	18	-	-	SYM
fis-3081	264	19	280	280	NUM
fis-3081	264	20	;	;	PUNCT
fis-3081	264	21	doi	doi	NOUN
fis-3081	264	22	:	:	PUNCT
fis-3081	264	23	10.3221	10.3221	NUM
fis-3081	264	24	/	/	SYM
fis-3081	264	25	igf	igf	NOUN
fis-3081	264	26	-	-	ADJ
fis-3081	264	27	esis.57.19	esis.57.19	ADJ
fis-3081	264	28	276	276	NUM
fis-3081	264	29	steel	steel	NOUN
fis-3081	264	30	reinforcement	reinforcement	NOUN
fis-3081	264	31	ratio	ratio	NOUN
fis-3081	264	32	(	(	PUNCT
fis-3081	264	33	𝜇	𝜇	NOUN
fis-3081	264	34	)	)	PUNCT
fis-3081	264	35	effect	effect	NOUN
fis-3081	264	36	on	on	ADP
fis-3081	264	37	the	the	DET
fis-3081	264	38	time	time	NOUN
fis-3081	264	39	-	-	PUNCT
fis-3081	264	40	deflection	deflection	NOUN
fis-3081	264	41	relationship	relationship	NOUN
fis-3081	264	42	of	of	ADP
fis-3081	264	43	tested	test	VERB
fis-3081	264	44	beams	beam	NOUN
fis-3081	264	45	under	under	ADP
fis-3081	264	46	blast	blast	NOUN
fis-3081	264	47	loading	loading	NOUN
fis-3081	264	48	for	for	ADP
fis-3081	264	49	all	all	DET
fis-3081	264	50	tested	test	VERB
fis-3081	264	51	r.c	r.c	PROPN
fis-3081	264	52	beams	beam	NOUN
fis-3081	264	53	it	it	PRON
fis-3081	264	54	can	can	AUX
fis-3081	264	55	be	be	AUX
fis-3081	264	56	noted	note	VERB
fis-3081	264	57	that	that	SCONJ
fis-3081	264	58	the	the	DET
fis-3081	264	59	maximum	maximum	ADJ
fis-3081	264	60	dynamic	dynamic	ADJ
fis-3081	264	61	reaction	reaction	NOUN
fis-3081	264	62	capacity	capacity	NOUN
fis-3081	264	63	of	of	ADP
fis-3081	264	64	beams	beam	NOUN
fis-3081	264	65	increases	increase	NOUN
fis-3081	264	66	when	when	SCONJ
fis-3081	264	67	the	the	DET
fis-3081	264	68	amount	amount	NOUN
fis-3081	264	69	of	of	ADP
fis-3081	264	70	the	the	DET
fis-3081	264	71	steel	steel	NOUN
fis-3081	264	72	reinforcement	reinforcement	NOUN
fis-3081	264	73	increases	increase	NOUN
fis-3081	264	74	.	.	PUNCT
fis-3081	265	1	in	in	ADP
fis-3081	265	2	all	all	DET
fis-3081	265	3	cases	case	NOUN
fis-3081	265	4	,	,	PUNCT
fis-3081	265	5	however	however	ADV
fis-3081	265	6	,	,	PUNCT
fis-3081	265	7	the	the	DET
fis-3081	265	8	higher	high	ADJ
fis-3081	265	9	amount	amount	NOUN
fis-3081	265	10	of	of	ADP
fis-3081	265	11	steel	steel	NOUN
fis-3081	265	12	reinforcement	reinforcement	NOUN
fis-3081	265	13	reduces	reduce	VERB
fis-3081	265	14	the	the	DET
fis-3081	265	15	deflection	deflection	NOUN
fis-3081	265	16	of	of	ADP
fis-3081	265	17	beams	beam	NOUN
fis-3081	265	18	.	.	PUNCT
fis-3081	266	1	it	it	PRON
fis-3081	266	2	is	be	AUX
fis-3081	266	3	noted	note	VERB
fis-3081	266	4	that	that	SCONJ
fis-3081	266	5	concrete	concrete	NOUN
fis-3081	266	6	with	with	ADP
fis-3081	266	7	high	high	ADJ
fis-3081	266	8	strength	strength	NOUN
fis-3081	266	9	values	value	NOUN
fis-3081	266	10	,	,	PUNCT
fis-3081	266	11	for	for	ADP
fis-3081	266	12	the	the	DET
fis-3081	266	13	same	same	ADJ
fis-3081	266	14	reinforcement	reinforcement	NOUN
fis-3081	266	15	ratio	ratio	NOUN
fis-3081	266	16	,	,	PUNCT
fis-3081	266	17	leads	lead	VERB
fis-3081	266	18	to	to	ADP
fis-3081	266	19	an	an	DET
fis-3081	266	20	increase	increase	NOUN
fis-3081	266	21	in	in	ADP
fis-3081	266	22	the	the	DET
fis-3081	266	23	last	last	ADJ
fis-3081	266	24	beam	beam	NOUN
fis-3081	266	25	deflection	deflection	NOUN
fis-3081	266	26	value	value	NOUN
fis-3081	266	27	and	and	CCONJ
fis-3081	266	28	a	a	DET
fis-3081	266	29	decrease	decrease	NOUN
fis-3081	266	30	in	in	ADP
fis-3081	266	31	the	the	DET
fis-3081	266	32	last	last	ADJ
fis-3081	266	33	dynamic	dynamic	ADJ
fis-3081	266	34	reaction	reaction	NOUN
fis-3081	266	35	value	value	NOUN
fis-3081	266	36	.	.	PUNCT
fis-3081	267	1	for	for	ADP
fis-3081	267	2	the	the	DET
fis-3081	267	3	same	same	ADJ
fis-3081	267	4	concrete	concrete	ADJ
fis-3081	267	5	mixture	mixture	NOUN
fis-3081	267	6	,	,	PUNCT
fis-3081	267	7	the	the	DET
fis-3081	267	8	mid	mid	ADJ
fis-3081	267	9	-	-	ADJ
fis-3081	267	10	span	span	ADJ
fis-3081	267	11	deflection	deflection	NOUN
fis-3081	267	12	of	of	ADP
fis-3081	267	13	the	the	DET
fis-3081	267	14	beam	beam	NOUN
fis-3081	267	15	decreases	decrease	VERB
fis-3081	267	16	as	as	ADP
fis-3081	267	17	the	the	DET
fis-3081	267	18	steel	steel	NOUN
fis-3081	267	19	reinforcement	reinforcement	NOUN
fis-3081	267	20	ratio	ratio	NOUN
fis-3081	267	21	increases	increase	NOUN
fis-3081	267	22	.	.	PUNCT
fis-3081	268	1	due	due	ADP
fis-3081	268	2	to	to	ADP
fis-3081	268	3	the	the	DET
fis-3081	268	4	increase	increase	NOUN
fis-3081	268	5	of	of	ADP
fis-3081	268	6	steel	steel	NOUN
fis-3081	268	7	reinforcement	reinforcement	NOUN
fis-3081	268	8	ratio	ratio	NOUN
fis-3081	268	9	,	,	PUNCT
fis-3081	268	10	the	the	DET
fis-3081	268	11	neutral	neutral	ADJ
fis-3081	268	12	axis	axis	NOUN
fis-3081	268	13	’s	’s	PART
fis-3081	268	14	depth	depth	NOUN
fis-3081	268	15	increases	increase	NOUN
fis-3081	268	16	and	and	CCONJ
fis-3081	268	17	as	as	ADP
fis-3081	268	18	a	a	DET
fis-3081	268	19	consequence	consequence	NOUN
fis-3081	268	20	,	,	PUNCT
fis-3081	268	21	the	the	DET
fis-3081	268	22	moment	moment	NOUN
fis-3081	268	23	of	of	ADP
fis-3081	268	24	inertia	inertia	NOUN
fis-3081	268	25	ieffective	ieffective	ADJ
fis-3081	268	26	will	will	AUX
fis-3081	268	27	increase	increase	VERB
fis-3081	268	28	,	,	PUNCT
fis-3081	268	29	producing	produce	VERB
fis-3081	268	30	a	a	DET
fis-3081	268	31	decrease	decrease	NOUN
fis-3081	268	32	in	in	ADP
fis-3081	268	33	deflection	deflection	NOUN
fis-3081	268	34	of	of	ADP
fis-3081	268	35	r.c	r.c	PROPN
fis-3081	268	36	beam	beam	PROPN
fis-3081	268	37	as	as	SCONJ
fis-3081	268	38	shown	show	VERB
fis-3081	268	39	in	in	ADP
fis-3081	268	40	figs	fig	NOUN
fis-3081	268	41	.	.	PUNCT
fis-3081	269	1	28	28	NUM
fis-3081	269	2	.	.	PUNCT
fis-3081	270	1	by	by	ADP
fis-3081	270	2	reducing	reduce	VERB
fis-3081	270	3	the	the	DET
fis-3081	270	4	amount	amount	NOUN
fis-3081	270	5	of	of	ADP
fis-3081	270	6	longitudinal	longitudinal	ADJ
fis-3081	270	7	reinforcement	reinforcement	NOUN
fis-3081	270	8	,	,	PUNCT
fis-3081	270	9	the	the	DET
fis-3081	270	10	ductility	ductility	NOUN
fis-3081	270	11	of	of	ADP
fis-3081	270	12	r.c	r.c	PROPN
fis-3081	270	13	elements	element	NOUN
fis-3081	270	14	will	will	AUX
fis-3081	270	15	significantly	significantly	ADV
fis-3081	270	16	increase	increase	VERB
fis-3081	270	17	in	in	ADP
fis-3081	270	18	general	general	ADJ
fis-3081	270	19	.	.	PUNCT
fis-3081	271	1	figures	figure	NOUN
fis-3081	271	2	28	28	NUM
fis-3081	271	3	:	:	PUNCT
fis-3081	271	4	time	time	NOUN
fis-3081	271	5	-	-	PUNCT
fis-3081	271	6	deflection	deflection	NOUN
fis-3081	271	7	curves	curve	NOUN
fis-3081	271	8	for	for	ADP
fis-3081	271	9	tested	test	VERB
fis-3081	271	10	beam	beam	NOUN
fis-3081	271	11	models	model	NOUN
fis-3081	271	12	using	use	VERB
fis-3081	271	13	different	different	ADJ
fis-3081	271	14	reinforcement	reinforcement	NOUN
fis-3081	271	15	ratios	ratio	NOUN
fis-3081	271	16	steel	steel	NOUN
fis-3081	271	17	reinforcement	reinforcement	NOUN
fis-3081	271	18	ratio	ratio	NOUN
fis-3081	271	19	(	(	PUNCT
fis-3081	271	20	𝜇	𝜇	NOUN
fis-3081	271	21	)	)	PUNCT
fis-3081	271	22	effect	effect	NOUN
fis-3081	271	23	on	on	ADP
fis-3081	271	24	the	the	DET
fis-3081	271	25	flexural	flexural	ADJ
fis-3081	271	26	toughness	toughness	NOUN
fis-3081	271	27	results	result	NOUN
fis-3081	271	28	for	for	ADP
fis-3081	271	29	tested	test	VERB
fis-3081	271	30	beams	beam	NOUN
fis-3081	271	31	under	under	ADP
fis-3081	271	32	blast	blast	NOUN
fis-3081	271	33	loading	loading	NOUN
fis-3081	271	34	figs	fig	NOUN
fis-3081	271	35	.	.	PUNCT
fis-3081	272	1	29	29	NUM
fis-3081	272	2	show	show	VERB
fis-3081	272	3	the	the	DET
fis-3081	272	4	dynamic	dynamic	ADJ
fis-3081	272	5	reaction	reaction	NOUN
fis-3081	272	6	-	-	PUNCT
fis-3081	272	7	deflection	deflection	NOUN
fis-3081	272	8	relationship	relationship	NOUN
fis-3081	272	9	of	of	ADP
fis-3081	272	10	tested	test	VERB
fis-3081	272	11	r.c	r.c	PROPN
fis-3081	272	12	beams	beam	NOUN
fis-3081	272	13	with	with	ADP
fis-3081	272	14	different	different	ADJ
fis-3081	272	15	reinforcement	reinforcement	NOUN
fis-3081	272	16	ratios	ratio	NOUN
fis-3081	272	17	.	.	PUNCT
fis-3081	273	1	flexural	flexural	ADJ
fis-3081	273	2	toughness	toughness	NOUN
fis-3081	273	3	results	result	NOUN
fis-3081	273	4	are	be	AUX
fis-3081	273	5	obtained	obtain	VERB
fis-3081	273	6	from	from	ADP
fis-3081	273	7	the	the	DET
fis-3081	273	8	area	area	NOUN
fis-3081	273	9	under	under	ADP
fis-3081	273	10	the	the	DET
fis-3081	273	11	dynamic	dynamic	ADJ
fis-3081	273	12	reactions	reaction	NOUN
fis-3081	273	13	deflection	deflection	NOUN
fis-3081	273	14	curves	curve	NOUN
fis-3081	273	15	.	.	PUNCT
fis-3081	274	1	it	it	PRON
fis-3081	274	2	can	can	AUX
fis-3081	274	3	be	be	AUX
fis-3081	274	4	observed	observe	VERB
fis-3081	274	5	,	,	PUNCT
fis-3081	274	6	m.	m.	NOUN
fis-3081	274	7	t.	t.	PROPN
fis-3081	274	8	nawar	nawar	PROPN
fis-3081	274	9	et	et	PROPN
fis-3081	274	10	alii	alii	PROPN
fis-3081	274	11	,	,	PUNCT
fis-3081	274	12	frattura	frattura	PROPN
fis-3081	274	13	ed	ed	PROPN
fis-3081	274	14	integrità	integrità	PROPN
fis-3081	274	15	strutturale	strutturale	PROPN
fis-3081	274	16	,	,	PUNCT
fis-3081	274	17	57	57	NUM
fis-3081	274	18	(	(	PUNCT
fis-3081	274	19	2021	2021	NUM
fis-3081	274	20	)	)	PUNCT
fis-3081	274	21	259	259	NUM
fis-3081	274	22	-	-	SYM
fis-3081	274	23	280	280	NUM
fis-3081	274	24	;	;	PUNCT
fis-3081	274	25	doi	doi	NOUN
fis-3081	274	26	:	:	PUNCT
fis-3081	274	27	10.3221	10.3221	NUM
fis-3081	274	28	/	/	SYM
fis-3081	274	29	igf	igf	NOUN
fis-3081	274	30	-	-	PUNCT
fis-3081	274	31	esis.57.19	esis.57.19	NOUN
fis-3081	274	32	277	277	NUM
fis-3081	274	33	in	in	ADP
fis-3081	274	34	the	the	DET
fis-3081	274	35	figs	fig	NOUN
fis-3081	274	36	.	.	PUNCT
fis-3081	275	1	29	29	NUM
fis-3081	275	2	,	,	PUNCT
fis-3081	275	3	that	that	PRON
fis-3081	275	4	beams	beam	NOUN
fis-3081	275	5	with	with	ADP
fis-3081	275	6	ductile	ductile	NOUN
fis-3081	275	7	behavior	behavior	NOUN
fis-3081	275	8	carry	carry	VERB
fis-3081	275	9	a	a	DET
fis-3081	275	10	lower	low	ADJ
fis-3081	275	11	dynamic	dynamic	ADJ
fis-3081	275	12	reaction	reaction	NOUN
fis-3081	275	13	force	force	NOUN
fis-3081	275	14	under	under	ADP
fis-3081	275	15	same	same	ADJ
fis-3081	275	16	load	load	NOUN
fis-3081	275	17	value	value	NOUN
fis-3081	275	18	.	.	PUNCT
fis-3081	276	1	fig	fig	NOUN
fis-3081	276	2	.	.	PUNCT
fis-3081	277	1	30	30	NUM
fis-3081	277	2	shows	show	VERB
fis-3081	277	3	the	the	DET
fis-3081	277	4	flexural	flexural	ADJ
fis-3081	277	5	toughness	toughness	NOUN
fis-3081	277	6	results	result	NOUN
fis-3081	277	7	for	for	ADP
fis-3081	277	8	tested	test	VERB
fis-3081	277	9	beams	beam	NOUN
fis-3081	277	10	models	model	NOUN
fis-3081	277	11	under	under	ADP
fis-3081	277	12	blast	blast	NOUN
fis-3081	277	13	loading	loading	NOUN
fis-3081	277	14	.	.	PUNCT
fis-3081	278	1	figures	figure	NOUN
fis-3081	278	2	29	29	NUM
fis-3081	278	3	:	:	PUNCT
fis-3081	278	4	dynamic	dynamic	ADJ
fis-3081	278	5	reaction	reaction	NOUN
fis-3081	278	6	-	-	PUNCT
fis-3081	278	7	deflection	deflection	NOUN
fis-3081	278	8	curves	curve	NOUN
fis-3081	278	9	for	for	ADP
fis-3081	278	10	tested	test	VERB
fis-3081	278	11	beam	beam	NOUN
fis-3081	278	12	models	model	NOUN
fis-3081	278	13	using	use	VERB
fis-3081	278	14	different	different	ADJ
fis-3081	278	15	reinforcement	reinforcement	NOUN
fis-3081	278	16	ratios	ratio	NOUN
fis-3081	278	17	.	.	PUNCT
fis-3081	279	1	when	when	SCONJ
fis-3081	279	2	the	the	DET
fis-3081	279	3	reinforcement	reinforcement	NOUN
fis-3081	279	4	ratio	ratio	NOUN
fis-3081	279	5	decreases	decrease	VERB
fis-3081	279	6	from	from	ADP
fis-3081	279	7	0.78	0.78	NUM
fis-3081	279	8	%	%	NOUN
fis-3081	279	9	to	to	PART
fis-3081	279	10	0.5	0.5	NUM
fis-3081	279	11	%	%	NOUN
fis-3081	279	12	,	,	PUNCT
fis-3081	279	13	the	the	DET
fis-3081	279	14	results	result	NOUN
fis-3081	279	15	show	show	VERB
fis-3081	279	16	an	an	DET
fis-3081	279	17	increase	increase	NOUN
fis-3081	279	18	in	in	ADP
fis-3081	279	19	the	the	DET
fis-3081	279	20	flexural	flexural	ADJ
fis-3081	279	21	toughness	toughness	NOUN
fis-3081	279	22	by	by	ADP
fis-3081	279	23	6.9	6.9	NUM
fis-3081	279	24	%	%	NOUN
fis-3081	279	25	and	and	CCONJ
fis-3081	279	26	9.7	9.7	NUM
fis-3081	279	27	%	%	NOUN
fis-3081	279	28	for	for	ADP
fis-3081	279	29	reinforced	reinforce	VERB
fis-3081	279	30	concrete	concrete	ADJ
fis-3081	279	31	beams	beam	NOUN
fis-3081	279	32	(	(	PUNCT
fis-3081	279	33	b2	b2	NOUN
fis-3081	279	34	)	)	PUNCT
fis-3081	279	35	and	and	CCONJ
fis-3081	279	36	(	(	PUNCT
fis-3081	279	37	b3	b3	PROPN
fis-3081	279	38	)	)	PUNCT
fis-3081	279	39	in	in	ADP
fis-3081	279	40	comparison	comparison	NOUN
fis-3081	279	41	with	with	ADP
fis-3081	279	42	reference	reference	NOUN
fis-3081	279	43	beam	beam	NOUN
fis-3081	279	44	(	(	PUNCT
fis-3081	279	45	b1	b1	PROPN
fis-3081	279	46	)	)	PUNCT
fis-3081	279	47	,	,	PUNCT
fis-3081	279	48	reflecting	reflect	VERB
fis-3081	279	49	the	the	DET
fis-3081	279	50	effect	effect	NOUN
fis-3081	279	51	of	of	ADP
fis-3081	279	52	sfs	sfs	NOUN
fis-3081	279	53	with	with	ADP
fis-3081	279	54	volume	volume	NOUN
fis-3081	279	55	fractions	fraction	NOUN
fis-3081	279	56	1	1	NUM
fis-3081	279	57	%	%	NOUN
fis-3081	279	58	and	and	CCONJ
fis-3081	279	59	2	2	NUM
fis-3081	279	60	%	%	NOUN
fis-3081	279	61	respectively	respectively	ADV
fis-3081	279	62	.	.	PUNCT
fis-3081	280	1	for	for	ADP
fis-3081	280	2	r.c	r.c	PROPN
fis-3081	280	3	beams	beam	NOUN
fis-3081	280	4	with	with	ADP
fis-3081	280	5	smcs	smcs	ADJ
fis-3081	280	6	(	(	PUNCT
fis-3081	280	7	10%ms+1%ns	10%ms+1%ns	NUM
fis-3081	280	8	)	)	PUNCT
fis-3081	280	9	,	,	PUNCT
fis-3081	280	10	the	the	DET
fis-3081	280	11	results	result	NOUN
fis-3081	280	12	show	show	VERB
fis-3081	280	13	an	an	DET
fis-3081	280	14	increase	increase	NOUN
fis-3081	280	15	in	in	ADP
fis-3081	280	16	the	the	DET
fis-3081	280	17	flexural	flexural	ADJ
fis-3081	280	18	toughness	toughness	NOUN
fis-3081	280	19	by	by	ADP
fis-3081	280	20	18.2	18.2	NUM
fis-3081	280	21	%	%	NOUN
fis-3081	280	22	,	,	PUNCT
fis-3081	280	23	27	27	NUM
fis-3081	280	24	%	%	NOUN
fis-3081	280	25	and	and	CCONJ
fis-3081	280	26	31.8	31.8	NUM
fis-3081	280	27	%	%	NOUN
fis-3081	280	28	respectively	respectively	ADV
fis-3081	280	29	in	in	ADP
fis-3081	280	30	comparison	comparison	NOUN
fis-3081	280	31	with	with	ADP
fis-3081	280	32	(	(	PUNCT
fis-3081	280	33	b1	b1	NOUN
fis-3081	280	34	)	)	PUNCT
fis-3081	280	35	.	.	PUNCT
fis-3081	281	1	fig	fig	NOUN
fis-3081	281	2	.	.	PUNCT
fis-3081	282	1	31	31	NUM
fis-3081	282	2	illustrates	illustrate	VERB
fis-3081	282	3	the	the	DET
fis-3081	282	4	significant	significant	ADJ
fis-3081	282	5	increase	increase	NOUN
fis-3081	282	6	in	in	ADP
fis-3081	282	7	the	the	DET
fis-3081	282	8	beam	beam	NOUN
fis-3081	282	9	ductility	ductility	NOUN
fis-3081	282	10	within	within	ADP
fis-3081	282	11	decreasing	decrease	VERB
fis-3081	282	12	the	the	DET
fis-3081	282	13	tensile	tensile	NOUN
fis-3081	282	14	reinforcement	reinforcement	NOUN
fis-3081	282	15	ratio	ratio	NOUN
fis-3081	282	16	.	.	PUNCT
fis-3081	283	1	m.	m.	NOUN
fis-3081	283	2	t.	t.	PROPN
fis-3081	283	3	nawar	nawar	PROPN
fis-3081	283	4	et	et	PROPN
fis-3081	283	5	alii	alii	PROPN
fis-3081	283	6	,	,	PUNCT
fis-3081	283	7	frattura	frattura	PROPN
fis-3081	283	8	ed	ed	PROPN
fis-3081	283	9	integrità	integrità	PROPN
fis-3081	283	10	strutturale	strutturale	PROPN
fis-3081	283	11	,	,	PUNCT
fis-3081	283	12	57	57	NUM
fis-3081	283	13	(	(	PUNCT
fis-3081	283	14	2021	2021	NUM
fis-3081	283	15	)	)	PUNCT
fis-3081	283	16	259	259	NUM
fis-3081	283	17	-	-	SYM
fis-3081	283	18	280	280	NUM
fis-3081	283	19	;	;	PUNCT
fis-3081	283	20	doi	doi	NOUN
fis-3081	283	21	:	:	PUNCT
fis-3081	283	22	10.3221	10.3221	NUM
fis-3081	283	23	/	/	SYM
fis-3081	283	24	igf	igf	NOUN
fis-3081	283	25	-	-	ADJ
fis-3081	283	26	esis.57.19	esis.57.19	ADJ
fis-3081	283	27	278	278	NUM
fis-3081	283	28	figure	figure	NOUN
fis-3081	283	29	30	30	NUM
fis-3081	283	30	:	:	PUNCT
fis-3081	283	31	flexural	flexural	ADJ
fis-3081	283	32	toughness	toughness	NOUN
fis-3081	283	33	values	value	NOUN
fis-3081	283	34	for	for	ADP
fis-3081	283	35	tested	test	VERB
fis-3081	283	36	beam	beam	NOUN
fis-3081	283	37	models	model	NOUN
fis-3081	283	38	using	use	VERB
fis-3081	283	39	different	different	ADJ
fis-3081	283	40	reinforcement	reinforcement	NOUN
fis-3081	283	41	ratios	ratio	NOUN
fis-3081	283	42	.	.	PUNCT
fis-3081	284	1	figure	figure	VERB
fis-3081	284	2	31	31	NUM
fis-3081	284	3	:	:	PUNCT
fis-3081	284	4	percentages	percentage	NOUN
fis-3081	284	5	of	of	ADP
fis-3081	284	6	increase	increase	NOUN
fis-3081	284	7	/	/	SYM
fis-3081	284	8	decrease	decrease	NOUN
fis-3081	284	9	in	in	ADP
fis-3081	284	10	flexural	flexural	ADJ
fis-3081	284	11	toughness	toughness	NOUN
fis-3081	284	12	when	when	SCONJ
fis-3081	284	13	the	the	DET
fis-3081	284	14	reinforcement	reinforcement	NOUN
fis-3081	284	15	ratio	ratio	NOUN
fis-3081	284	16	decreases	decrease	VERB
fis-3081	284	17	from	from	ADP
fis-3081	284	18	0.78	0.78	NUM
fis-3081	284	19	%	%	NOUN
fis-3081	284	20	to	to	PART
fis-3081	284	21	0.5	0.5	NUM
fis-3081	284	22	%	%	NOUN
fis-3081	284	23	.	.	PUNCT
fis-3081	285	1	for	for	ADP
fis-3081	285	2	the	the	DET
fis-3081	285	3	reinforcement	reinforcement	NOUN
fis-3081	285	4	ratio	ratio	NOUN
fis-3081	285	5	of	of	ADP
fis-3081	285	6	0.78	0.78	NUM
fis-3081	285	7	%	%	NOUN
fis-3081	285	8	,	,	PUNCT
fis-3081	285	9	the	the	DET
fis-3081	285	10	results	result	NOUN
fis-3081	285	11	show	show	VERB
fis-3081	285	12	an	an	DET
fis-3081	285	13	increase	increase	NOUN
fis-3081	285	14	in	in	ADP
fis-3081	285	15	the	the	DET
fis-3081	285	16	flexural	flexural	ADJ
fis-3081	285	17	toughness	toughness	NOUN
fis-3081	285	18	by	by	ADP
fis-3081	285	19	8	8	NUM
fis-3081	285	20	%	%	NOUN
fis-3081	285	21	and	and	CCONJ
fis-3081	285	22	12.6	12.6	NUM
fis-3081	285	23	%	%	NOUN
fis-3081	285	24	for	for	ADP
fis-3081	285	25	reinforced	reinforce	VERB
fis-3081	285	26	concrete	concrete	ADJ
fis-3081	285	27	beams	beam	NOUN
fis-3081	285	28	(	(	PUNCT
fis-3081	285	29	b2	b2	NOUN
fis-3081	285	30	)	)	PUNCT
fis-3081	285	31	and	and	CCONJ
fis-3081	285	32	(	(	PUNCT
fis-3081	285	33	b3	b3	PROPN
fis-3081	285	34	)	)	PUNCT
fis-3081	285	35	in	in	ADP
fis-3081	285	36	comparison	comparison	NOUN
fis-3081	285	37	with	with	ADP
fis-3081	285	38	reference	reference	NOUN
fis-3081	285	39	beam	beam	NOUN
fis-3081	285	40	(	(	PUNCT
fis-3081	285	41	b1	b1	PROPN
fis-3081	285	42	)	)	PUNCT
fis-3081	285	43	,	,	PUNCT
fis-3081	285	44	reflecting	reflect	VERB
fis-3081	285	45	the	the	DET
fis-3081	285	46	effect	effect	NOUN
fis-3081	285	47	of	of	ADP
fis-3081	285	48	sfs	sfs	NOUN
fis-3081	285	49	with	with	ADP
fis-3081	285	50	volume	volume	NOUN
fis-3081	285	51	fractions	fraction	NOUN
fis-3081	285	52	1	1	NUM
fis-3081	285	53	%	%	NOUN
fis-3081	285	54	and	and	CCONJ
fis-3081	285	55	2	2	NUM
fis-3081	285	56	%	%	NOUN
fis-3081	285	57	respectively	respectively	ADV
fis-3081	285	58	.	.	PUNCT
fis-3081	286	1	for	for	ADP
fis-3081	286	2	r.c	r.c	PROPN
fis-3081	286	3	beams	beam	NOUN
fis-3081	286	4	with	with	ADP
fis-3081	286	5	smcs	smcs	ADJ
fis-3081	286	6	(	(	PUNCT
fis-3081	286	7	10%ms+1%ns	10%ms+1%ns	NUM
fis-3081	286	8	)	)	PUNCT
fis-3081	286	9	,	,	PUNCT
fis-3081	286	10	the	the	DET
fis-3081	286	11	results	result	NOUN
fis-3081	286	12	show	show	VERB
fis-3081	286	13	an	an	DET
fis-3081	286	14	increase	increase	NOUN
fis-3081	286	15	in	in	ADP
fis-3081	286	16	the	the	DET
fis-3081	286	17	flexural	flexural	ADJ
fis-3081	286	18	toughness	toughness	NOUN
fis-3081	286	19	by	by	ADP
fis-3081	286	20	15	15	NUM
fis-3081	286	21	%	%	NOUN
fis-3081	286	22	,	,	PUNCT
fis-3081	286	23	19.9	19.9	NUM
fis-3081	286	24	%	%	NOUN
fis-3081	286	25	and	and	CCONJ
fis-3081	286	26	23.6	23.6	NUM
fis-3081	286	27	%	%	NOUN
fis-3081	286	28	respectively	respectively	ADV
fis-3081	286	29	in	in	ADP
fis-3081	286	30	comparison	comparison	NOUN
fis-3081	286	31	with	with	ADP
fis-3081	286	32	(	(	PUNCT
fis-3081	286	33	b1	b1	NOUN
fis-3081	286	34	)	)	PUNCT
fis-3081	286	35	as	as	SCONJ
fis-3081	286	36	shown	show	VERB
fis-3081	286	37	in	in	ADP
fis-3081	286	38	fig	fig	NOUN
fis-3081	286	39	.	.	PUNCT
fis-3081	287	1	32	32	NUM
fis-3081	287	2	.	.	PUNCT
fis-3081	288	1	it	it	PRON
fis-3081	288	2	is	be	AUX
fis-3081	288	3	observed	observe	VERB
fis-3081	288	4	that	that	SCONJ
fis-3081	288	5	the	the	DET
fis-3081	288	6	percentage	percentage	NOUN
fis-3081	288	7	of	of	ADP
fis-3081	288	8	increase	increase	NOUN
fis-3081	288	9	in	in	ADP
fis-3081	288	10	flexural	flexural	ADJ
fis-3081	288	11	toughness	toughness	NOUN
fis-3081	288	12	for	for	ADP
fis-3081	288	13	reinforcement	reinforcement	NOUN
fis-3081	288	14	ratio	ratio	NOUN
fis-3081	288	15	𝝁	𝝁	NOUN
fis-3081	288	16	0.78	0.78	NUM
fis-3081	288	17	%	%	NOUN
fis-3081	288	18	is	be	AUX
fis-3081	288	19	smaller	small	ADJ
fis-3081	288	20	than	than	ADP
fis-3081	288	21	𝝁	𝝁	DET
fis-3081	288	22	0.5	0.5	NUM
fis-3081	288	23	%	%	NOUN
fis-3081	288	24	due	due	ADP
fis-3081	288	25	to	to	ADP
fis-3081	288	26	an	an	DET
fis-3081	288	27	increase	increase	NOUN
fis-3081	288	28	in	in	ADP
fis-3081	288	29	the	the	DET
fis-3081	288	30	moment	moment	NOUN
fis-3081	288	31	of	of	ADP
fis-3081	288	32	inertia	inertia	NOUN
fis-3081	288	33	(	(	PUNCT
fis-3081	288	34	ieffective	ieffective	ADJ
fis-3081	288	35	)	)	PUNCT
fis-3081	288	36	,	,	PUNCT
fis-3081	288	37	leading	lead	VERB
fis-3081	288	38	to	to	ADP
fis-3081	288	39	a	a	DET
fis-3081	288	40	decrease	decrease	NOUN
fis-3081	288	41	in	in	ADP
fis-3081	288	42	the	the	DET
fis-3081	288	43	deflection	deflection	NOUN
fis-3081	288	44	of	of	ADP
fis-3081	288	45	r.c	r.c	PROPN
fis-3081	288	46	beam	beam	PROPN
fis-3081	288	47	and	and	CCONJ
fis-3081	288	48	producing	produce	VERB
fis-3081	288	49	a	a	DET
fis-3081	288	50	smaller	small	ADJ
fis-3081	288	51	area	area	NOUN
fis-3081	288	52	under	under	ADP
fis-3081	288	53	dynamic	dynamic	ADJ
fis-3081	288	54	reactions	reaction	NOUN
fis-3081	288	55	-	-	PUNCT
fis-3081	288	56	deflection	deflection	NOUN
fis-3081	288	57	curves	curve	NOUN
fis-3081	288	58	as	as	SCONJ
fis-3081	288	59	shown	show	VERB
fis-3081	288	60	in	in	ADP
fis-3081	288	61	figs	fig	NOUN
fis-3081	288	62	.	.	PUNCT
fis-3081	289	1	29	29	NUM
fis-3081	289	2	.	.	X
fis-3081	289	3	figure	figure	VERB
fis-3081	289	4	32	32	NUM
fis-3081	289	5	:	:	PUNCT
fis-3081	289	6	percentages	percentage	NOUN
fis-3081	289	7	of	of	ADP
fis-3081	289	8	increase	increase	NOUN
fis-3081	289	9	/	/	SYM
fis-3081	289	10	decrease	decrease	NOUN
fis-3081	289	11	in	in	ADP
fis-3081	289	12	flexural	flexural	ADJ
fis-3081	289	13	toughness	toughness	NOUN
fis-3081	289	14	with	with	ADP
fis-3081	289	15	reinforcement	reinforcement	NOUN
fis-3081	289	16	ratio	ratio	NOUN
fis-3081	289	17	0.78	0.78	NUM
fis-3081	289	18	%	%	NOUN
fis-3081	289	19	m.	m.	NOUN
fis-3081	289	20	t.	t.	PROPN
fis-3081	289	21	nawar	nawar	PROPN
fis-3081	289	22	et	et	PROPN
fis-3081	289	23	alii	alii	PROPN
fis-3081	289	24	,	,	PUNCT
fis-3081	289	25	frattura	frattura	PROPN
fis-3081	289	26	ed	ed	PROPN
fis-3081	289	27	integrità	integrità	PROPN
fis-3081	289	28	strutturale	strutturale	PROPN
fis-3081	289	29	,	,	PUNCT
fis-3081	289	30	57	57	NUM
fis-3081	289	31	(	(	PUNCT
fis-3081	289	32	2021	2021	NUM
fis-3081	289	33	)	)	PUNCT
fis-3081	289	34	259	259	NUM
fis-3081	289	35	-	-	SYM
fis-3081	289	36	280	280	NUM
fis-3081	289	37	;	;	PUNCT
fis-3081	289	38	doi	doi	NOUN
fis-3081	289	39	:	:	PUNCT
fis-3081	289	40	10.3221	10.3221	NUM
fis-3081	289	41	/	/	SYM
fis-3081	289	42	igf	igf	NOUN
fis-3081	289	43	-	-	ADJ
fis-3081	289	44	esis.57.19	esis.57.19	NOUN
fis-3081	289	45	279	279	NUM
fis-3081	289	46	when	when	SCONJ
fis-3081	289	47	the	the	DET
fis-3081	289	48	reinforcement	reinforcement	NOUN
fis-3081	289	49	ratio	ratio	NOUN
fis-3081	289	50	increases	increase	VERB
fis-3081	289	51	from	from	ADP
fis-3081	289	52	0.78	0.78	NUM
fis-3081	289	53	%	%	NOUN
fis-3081	289	54	to	to	ADP
fis-3081	289	55	1.13	1.13	NUM
fis-3081	289	56	%	%	NOUN
fis-3081	289	57	,	,	PUNCT
fis-3081	289	58	the	the	DET
fis-3081	289	59	results	result	NOUN
fis-3081	289	60	show	show	VERB
fis-3081	289	61	an	an	DET
fis-3081	289	62	increase	increase	NOUN
fis-3081	289	63	in	in	ADP
fis-3081	289	64	the	the	DET
fis-3081	289	65	flexural	flexural	ADJ
fis-3081	289	66	toughness	toughness	NOUN
fis-3081	289	67	by	by	ADP
fis-3081	289	68	2.8	2.8	NUM
fis-3081	289	69	%	%	NOUN
fis-3081	289	70	and	and	CCONJ
fis-3081	289	71	a	a	DET
fis-3081	289	72	decrease	decrease	NOUN
fis-3081	289	73	by	by	ADP
fis-3081	289	74	4.7	4.7	NUM
fis-3081	289	75	%	%	NOUN
fis-3081	289	76	for	for	ADP
fis-3081	289	77	reinforced	reinforce	VERB
fis-3081	289	78	concrete	concrete	ADJ
fis-3081	289	79	beams	beam	NOUN
fis-3081	289	80	(	(	PUNCT
fis-3081	289	81	b2	b2	NOUN
fis-3081	289	82	)	)	PUNCT
fis-3081	289	83	and	and	CCONJ
fis-3081	289	84	(	(	PUNCT
fis-3081	289	85	b3	b3	PROPN
fis-3081	289	86	)	)	PUNCT
fis-3081	289	87	in	in	ADP
fis-3081	289	88	comparison	comparison	NOUN
fis-3081	289	89	with	with	ADP
fis-3081	289	90	reference	reference	NOUN
fis-3081	289	91	beam	beam	NOUN
fis-3081	289	92	(	(	PUNCT
fis-3081	289	93	b1	b1	PROPN
fis-3081	289	94	)	)	PUNCT
fis-3081	289	95	,	,	PUNCT
fis-3081	289	96	reflecting	reflect	VERB
fis-3081	289	97	the	the	DET
fis-3081	289	98	effect	effect	NOUN
fis-3081	289	99	of	of	ADP
fis-3081	289	100	sfs	sfs	NOUN
fis-3081	289	101	with	with	ADP
fis-3081	289	102	volume	volume	NOUN
fis-3081	289	103	fractions	fraction	NOUN
fis-3081	289	104	1	1	NUM
fis-3081	289	105	%	%	NOUN
fis-3081	289	106	and	and	CCONJ
fis-3081	289	107	2	2	NUM
fis-3081	289	108	%	%	NOUN
fis-3081	289	109	respectively	respectively	ADV
fis-3081	289	110	as	as	SCONJ
fis-3081	289	111	shown	show	VERB
fis-3081	289	112	in	in	ADP
fis-3081	289	113	fig	fig	NOUN
fis-3081	289	114	.	.	PUNCT
fis-3081	290	1	33	33	NUM
fis-3081	290	2	.	.	PUNCT
fis-3081	291	1	due	due	ADP
fis-3081	291	2	to	to	ADP
fis-3081	291	3	the	the	DET
fis-3081	291	4	increase	increase	NOUN
fis-3081	291	5	of	of	ADP
fis-3081	291	6	the	the	DET
fis-3081	291	7	steel	steel	NOUN
fis-3081	291	8	reinforcement	reinforcement	NOUN
fis-3081	291	9	ratio	ratio	NOUN
fis-3081	291	10	(	(	PUNCT
fis-3081	291	11	𝜇	𝜇	NOUN
fis-3081	291	12	)	)	PUNCT
fis-3081	291	13	to	to	PART
fis-3081	291	14	be	be	AUX
fis-3081	291	15	1.13	1.13	NUM
fis-3081	291	16	%	%	NOUN
fis-3081	291	17	,	,	PUNCT
fis-3081	291	18	in	in	ADP
fis-3081	291	19	the	the	DET
fis-3081	291	20	presence	presence	NOUN
fis-3081	291	21	of	of	ADP
fis-3081	291	22	sfs	sfs	NOUN
fis-3081	291	23	with	with	ADP
fis-3081	291	24	1	1	NUM
fis-3081	291	25	%	%	NOUN
fis-3081	291	26	and	and	CCONJ
fis-3081	291	27	2	2	NUM
fis-3081	291	28	%	%	NOUN
fis-3081	291	29	volume	volume	NOUN
fis-3081	291	30	fractions	fraction	NOUN
fis-3081	291	31	which	which	PRON
fis-3081	291	32	had	have	VERB
fis-3081	291	33	a	a	DET
fis-3081	291	34	high	high	ADJ
fis-3081	291	35	modulus	modulus	NOUN
fis-3081	291	36	of	of	ADP
fis-3081	291	37	rupture	rupture	NOUN
fis-3081	291	38	value	value	NOUN
fis-3081	291	39	on	on	ADP
fis-3081	291	40	concrete	concrete	NOUN
fis-3081	291	41	according	accord	VERB
fis-3081	291	42	to	to	ADP
fis-3081	291	43	the	the	DET
fis-3081	291	44	experimental	experimental	ADJ
fis-3081	291	45	flexural	flexural	ADJ
fis-3081	291	46	test	test	NOUN
fis-3081	291	47	on	on	ADP
fis-3081	291	48	tested	test	VERB
fis-3081	291	49	prisms	prism	NOUN
fis-3081	291	50	[	[	X
fis-3081	291	51	16	16	NUM
fis-3081	291	52	]	]	PUNCT
fis-3081	291	53	,	,	PUNCT
fis-3081	291	54	the	the	DET
fis-3081	291	55	neutral	neutral	ADJ
fis-3081	291	56	axis	axis	ADJ
fis-3081	291	57	depth	depth	NOUN
fis-3081	291	58	of	of	ADP
fis-3081	291	59	cross	cross	NOUN
fis-3081	291	60	section	section	NOUN
fis-3081	291	61	increases	increase	NOUN
fis-3081	291	62	,	,	PUNCT
fis-3081	291	63	leading	lead	VERB
fis-3081	291	64	to	to	ADP
fis-3081	291	65	an	an	DET
fis-3081	291	66	increase	increase	NOUN
fis-3081	291	67	in	in	ADP
fis-3081	291	68	the	the	DET
fis-3081	291	69	moment	moment	NOUN
fis-3081	291	70	of	of	ADP
fis-3081	291	71	inertia	inertia	NOUN
fis-3081	291	72	ieffective	ieffective	ADJ
fis-3081	291	73	and	and	CCONJ
fis-3081	291	74	resulting	result	VERB
fis-3081	291	75	in	in	ADP
fis-3081	291	76	a	a	DET
fis-3081	291	77	reduction	reduction	NOUN
fis-3081	291	78	in	in	ADP
fis-3081	291	79	the	the	DET
fis-3081	291	80	deflection	deflection	NOUN
fis-3081	291	81	and	and	CCONJ
fis-3081	291	82	flexural	flexural	ADJ
fis-3081	291	83	toughness	toughness	NOUN
fis-3081	291	84	capacity	capacity	NOUN
fis-3081	291	85	of	of	ADP
fis-3081	291	86	r.c	r.c	PROPN
fis-3081	291	87	beams	beam	NOUN
fis-3081	291	88	as	as	SCONJ
fis-3081	291	89	shown	show	VERB
fis-3081	291	90	in	in	ADP
fis-3081	291	91	figs	fig	NOUN
fis-3081	291	92	.	.	PUNCT
fis-3081	292	1	29	29	NUM
fis-3081	292	2	.	.	X
fis-3081	292	3	figure	figure	VERB
fis-3081	292	4	33	33	NUM
fis-3081	292	5	:	:	PUNCT
fis-3081	292	6	percentages	percentage	NOUN
fis-3081	292	7	of	of	ADP
fis-3081	292	8	increase	increase	NOUN
fis-3081	292	9	/	/	SYM
fis-3081	292	10	decrease	decrease	NOUN
fis-3081	292	11	in	in	ADP
fis-3081	292	12	flexural	flexural	ADJ
fis-3081	292	13	toughness	toughness	NOUN
fis-3081	292	14	of	of	ADP
fis-3081	292	15	tested	test	VERB
fis-3081	292	16	beams	beam	NOUN
fis-3081	292	17	when	when	SCONJ
fis-3081	292	18	the	the	DET
fis-3081	292	19	reinforcement	reinforcement	NOUN
fis-3081	292	20	ratio	ratio	NOUN
fis-3081	292	21	increased	increase	VERB
fis-3081	292	22	from	from	ADP
fis-3081	292	23	0.78	0.78	NUM
fis-3081	292	24	%	%	NOUN
fis-3081	292	25	to	to	ADP
fis-3081	292	26	1.13	1.13	NUM
fis-3081	292	27	%	%	NOUN
fis-3081	292	28	.	.	PUNCT
fis-3081	293	1	r.c	r.c	PROPN
fis-3081	293	2	beams	beam	NOUN
fis-3081	293	3	with	with	ADP
fis-3081	293	4	smcs	smcs	ADJ
fis-3081	293	5	(	(	PUNCT
fis-3081	293	6	10%ms+1%ns	10%ms+1%ns	NUM
fis-3081	293	7	)	)	PUNCT
fis-3081	293	8	showed	show	VERB
fis-3081	293	9	an	an	DET
fis-3081	293	10	increase	increase	NOUN
fis-3081	293	11	in	in	ADP
fis-3081	293	12	the	the	DET
fis-3081	293	13	flexural	flexural	ADJ
fis-3081	293	14	toughness	toughness	NOUN
fis-3081	293	15	by	by	ADP
fis-3081	293	16	6.6	6.6	NUM
fis-3081	293	17	%	%	NOUN
fis-3081	293	18	,	,	PUNCT
fis-3081	293	19	13.7	13.7	NUM
fis-3081	293	20	%	%	NOUN
fis-3081	293	21	and	and	CCONJ
fis-3081	293	22	19.6	19.6	NUM
fis-3081	293	23	%	%	NOUN
fis-3081	293	24	respectively	respectively	ADV
fis-3081	293	25	in	in	ADP
fis-3081	293	26	comparison	comparison	NOUN
fis-3081	293	27	with	with	ADP
fis-3081	293	28	(	(	PUNCT
fis-3081	293	29	b1	b1	NOUN
fis-3081	293	30	)	)	PUNCT
fis-3081	293	31	.	.	PUNCT
fis-3081	294	1	accordingly	accordingly	ADV
fis-3081	294	2	,	,	PUNCT
fis-3081	294	3	smcs	smcs	ADJ
fis-3081	294	4	play	play	VERB
fis-3081	294	5	an	an	DET
fis-3081	294	6	important	important	ADJ
fis-3081	294	7	role	role	NOUN
fis-3081	294	8	in	in	ADP
fis-3081	294	9	enhancing	enhance	VERB
fis-3081	294	10	the	the	DET
fis-3081	294	11	flexural	flexural	ADJ
fis-3081	294	12	toughness	toughness	NOUN
fis-3081	294	13	of	of	ADP
fis-3081	294	14	tested	test	VERB
fis-3081	294	15	beams	beam	NOUN
fis-3081	294	16	due	due	ADP
fis-3081	294	17	to	to	ADP
fis-3081	294	18	their	their	PRON
fis-3081	294	19	high	high	ADJ
fis-3081	294	20	compressive	compressive	ADJ
fis-3081	294	21	strength	strength	NOUN
fis-3081	294	22	value	value	NOUN
fis-3081	294	23	in	in	ADP
fis-3081	294	24	general	general	ADJ
fis-3081	294	25	.	.	PUNCT
fis-3081	295	1	for	for	ADP
fis-3081	295	2	the	the	DET
fis-3081	295	3	same	same	ADJ
fis-3081	295	4	steel	steel	NOUN
fis-3081	295	5	reinforcement	reinforcement	NOUN
fis-3081	295	6	ratio	ratio	NOUN
fis-3081	295	7	(	(	PUNCT
fis-3081	295	8	𝜇	𝜇	NOUN
fis-3081	295	9	)	)	PUNCT
fis-3081	295	10	,	,	PUNCT
fis-3081	295	11	the	the	DET
fis-3081	295	12	neutral	neutral	ADJ
fis-3081	295	13	axis	axis	ADJ
fis-3081	295	14	depth	depth	NOUN
fis-3081	295	15	decreases	decrease	NOUN
fis-3081	295	16	for	for	ADP
fis-3081	295	17	concretes	concrete	NOUN
fis-3081	295	18	with	with	ADP
fis-3081	295	19	high	high	ADJ
fis-3081	295	20	strength	strength	NOUN
fis-3081	295	21	values	value	NOUN
fis-3081	295	22	.	.	PUNCT
fis-3081	296	1	this	this	DET
fis-3081	296	2	behavior	behavior	NOUN
fis-3081	296	3	produces	produce	VERB
fis-3081	296	4	an	an	DET
fis-3081	296	5	increase	increase	NOUN
fis-3081	296	6	in	in	ADP
fis-3081	296	7	the	the	DET
fis-3081	296	8	last	last	ADJ
fis-3081	296	9	beam	beam	NOUN
fis-3081	296	10	deflection	deflection	NOUN
fis-3081	296	11	,	,	PUNCT
fis-3081	296	12	leading	lead	VERB
fis-3081	296	13	to	to	ADP
fis-3081	296	14	an	an	DET
fis-3081	296	15	increase	increase	NOUN
fis-3081	296	16	in	in	ADP
fis-3081	296	17	the	the	DET
fis-3081	296	18	flexural	flexural	ADJ
fis-3081	296	19	toughness	toughness	NOUN
fis-3081	296	20	value	value	NOUN
fis-3081	296	21	of	of	ADP
fis-3081	296	22	r.c	r.c	PROPN
fis-3081	296	23	beams	beam	NOUN
fis-3081	296	24	.	.	PUNCT
fis-3081	297	1	this	this	DET
fis-3081	297	2	behavior	behavior	NOUN
fis-3081	297	3	indicates	indicate	VERB
fis-3081	297	4	that	that	SCONJ
fis-3081	297	5	combining	combine	VERB
fis-3081	297	6	compressive	compressive	ADJ
fis-3081	297	7	and	and	CCONJ
fis-3081	297	8	flexure	flexure	VERB
fis-3081	297	9	characteristics	characteristic	NOUN
fis-3081	297	10	of	of	ADP
fis-3081	297	11	concrete	concrete	NOUN
fis-3081	297	12	in	in	ADP
fis-3081	297	13	case	case	NOUN
fis-3081	297	14	of	of	ADP
fis-3081	297	15	a	a	DET
fis-3081	297	16	high	high	ADJ
fis-3081	297	17	steel	steel	NOUN
fis-3081	297	18	reinforcement	reinforcement	NOUN
fis-3081	297	19	ratio	ratio	NOUN
fis-3081	297	20	(	(	PUNCT
fis-3081	297	21	𝜇	𝜇	NOUN
fis-3081	297	22	)	)	PUNCT
fis-3081	297	23	is	be	AUX
fis-3081	297	24	necessary	necessary	ADJ
fis-3081	297	25	for	for	ADP
fis-3081	297	26	reducing	reduce	VERB
fis-3081	297	27	the	the	DET
fis-3081	297	28	brittle	brittle	ADJ
fis-3081	297	29	behavior	behavior	NOUN
fis-3081	297	30	of	of	ADP
fis-3081	297	31	the	the	DET
fis-3081	297	32	r.c	r.c	PROPN
fis-3081	297	33	structure	structure	NOUN
fis-3081	297	34	in	in	ADP
fis-3081	297	35	general	general	ADJ
fis-3081	297	36	.	.	PUNCT
fis-3081	298	1	conclusion	conclusion	NOUN
fis-3081	298	2	ccording	ccorde	VERB
fis-3081	298	3	to	to	ADP
fis-3081	298	4	the	the	DET
fis-3081	298	5	numerical	numerical	ADJ
fis-3081	298	6	analysis	analysis	NOUN
fis-3081	298	7	of	of	ADP
fis-3081	298	8	tested	test	VERB
fis-3081	298	9	r.c	r.c	PROPN
fis-3081	298	10	beams	beam	NOUN
fis-3081	299	1	,	,	PUNCT
fis-3081	299	2	the	the	DET
fis-3081	299	3	fe	fe	PROPN
fis-3081	299	4	model	model	NOUN
fis-3081	299	5	effectively	effectively	ADV
fis-3081	299	6	simulates	simulate	VERB
fis-3081	299	7	the	the	DET
fis-3081	299	8	dynamic	dynamic	ADJ
fis-3081	299	9	responses	response	NOUN
fis-3081	299	10	of	of	ADP
fis-3081	299	11	displacement	displacement	NOUN
fis-3081	299	12	and	and	CCONJ
fis-3081	299	13	dynamic	dynamic	ADJ
fis-3081	299	14	reaction	reaction	NOUN
fis-3081	299	15	force	force	NOUN
fis-3081	299	16	time	time	NOUN
fis-3081	299	17	histories	history	NOUN
fis-3081	299	18	.	.	PUNCT
fis-3081	300	1	the	the	DET
fis-3081	300	2	specific	specific	ADJ
fis-3081	300	3	conclusions	conclusion	NOUN
fis-3081	300	4	of	of	ADP
fis-3081	300	5	the	the	DET
fis-3081	300	6	present	present	ADJ
fis-3081	300	7	study	study	NOUN
fis-3081	300	8	can	can	AUX
fis-3081	300	9	be	be	AUX
fis-3081	300	10	outlined	outline	VERB
fis-3081	300	11	as	as	SCONJ
fis-3081	300	12	follows	follow	VERB
fis-3081	300	13	:	:	PUNCT
fis-3081	300	14			NOUN
fis-3081	300	15	improvement	improvement	NOUN
fis-3081	300	16	in	in	ADP
fis-3081	300	17	the	the	DET
fis-3081	300	18	flexural	flexural	ADJ
fis-3081	300	19	toughness	toughness	NOUN
fis-3081	300	20	of	of	ADP
fis-3081	300	21	the	the	DET
fis-3081	300	22	reinforcement	reinforcement	NOUN
fis-3081	300	23	ratio	ratio	NOUN
fis-3081	300	24	𝝁	𝝁	NOUN
fis-3081	300	25	0.78	0.78	NUM
fis-3081	300	26	%	%	NOUN
fis-3081	300	27	is	be	AUX
fis-3081	300	28	smaller	small	ADJ
fis-3081	300	29	than	than	ADP
fis-3081	300	30	that	that	PRON
fis-3081	300	31	of	of	ADP
fis-3081	300	32	𝝁	𝝁	SYM
fis-3081	300	33	0.5	0.5	NUM
fis-3081	300	34	%	%	NOUN
fis-3081	300	35	due	due	ADP
fis-3081	300	36	to	to	ADP
fis-3081	300	37	the	the	DET
fis-3081	300	38	increasing	increase	VERB
fis-3081	300	39	moment	moment	NOUN
fis-3081	300	40	of	of	ADP
fis-3081	300	41	inertia	inertia	NOUN
fis-3081	300	42	(	(	PUNCT
fis-3081	300	43	ieffective	ieffective	ADJ
fis-3081	300	44	)	)	PUNCT
fis-3081	300	45	.	.	PUNCT
fis-3081	301	1	concretes	concrete	NOUN
fis-3081	301	2	with	with	ADP
fis-3081	301	3	high	high	ADJ
fis-3081	301	4	strength	strength	NOUN
fis-3081	301	5	values	value	NOUN
fis-3081	301	6	lead	lead	VERB
fis-3081	301	7	to	to	ADP
fis-3081	301	8	an	an	DET
fis-3081	301	9	increase	increase	NOUN
fis-3081	301	10	in	in	ADP
fis-3081	301	11	the	the	DET
fis-3081	301	12	last	last	ADJ
fis-3081	301	13	beam	beam	NOUN
fis-3081	301	14	deflection	deflection	NOUN
fis-3081	301	15	value	value	NOUN
fis-3081	301	16	,	,	PUNCT
fis-3081	301	17	producing	produce	VERB
fis-3081	301	18	a	a	DET
fis-3081	301	19	considerable	considerable	ADJ
fis-3081	301	20	rise	rise	NOUN
fis-3081	301	21	in	in	ADP
fis-3081	301	22	the	the	DET
fis-3081	301	23	ductility	ductility	NOUN
fis-3081	301	24	and	and	CCONJ
fis-3081	301	25	flexural	flexural	ADJ
fis-3081	301	26	toughness	toughness	NOUN
fis-3081	301	27	of	of	ADP
fis-3081	301	28	the	the	DET
fis-3081	301	29	r.c	r.c	PROPN
fis-3081	301	30	element	element	NOUN
fis-3081	301	31	.	.	PUNCT
fis-3081	302	1			NOUN
fis-3081	302	2	when	when	SCONJ
fis-3081	302	3	the	the	DET
fis-3081	302	4	reinforcement	reinforcement	NOUN
fis-3081	302	5	ratio	ratio	NOUN
fis-3081	302	6	increases	increase	VERB
fis-3081	302	7	from	from	ADP
fis-3081	302	8	0.78	0.78	NUM
fis-3081	302	9	%	%	NOUN
fis-3081	302	10	to	to	ADP
fis-3081	302	11	1.13	1.13	NUM
fis-3081	302	12	%	%	NOUN
fis-3081	302	13	,	,	PUNCT
fis-3081	302	14	in	in	ADP
fis-3081	302	15	the	the	DET
fis-3081	302	16	presence	presence	NOUN
fis-3081	302	17	of	of	ADP
fis-3081	302	18	sfs	sfs	NOUN
fis-3081	302	19	with	with	ADP
fis-3081	302	20	0	0	NUM
fis-3081	302	21	%	%	NOUN
fis-3081	302	22	,	,	PUNCT
fis-3081	302	23	1	1	NUM
fis-3081	302	24	%	%	NOUN
fis-3081	302	25	and	and	CCONJ
fis-3081	302	26	2	2	NUM
fis-3081	302	27	%	%	NOUN
fis-3081	302	28	volumetric	volumetric	NOUN
fis-3081	302	29	fractions	fraction	NOUN
fis-3081	302	30	,	,	PUNCT
fis-3081	302	31	the	the	DET
fis-3081	302	32	flexural	flexural	ADJ
fis-3081	302	33	toughness	toughness	NOUN
fis-3081	302	34	increases	increase	VERB
fis-3081	302	35	only	only	ADV
fis-3081	302	36	by	by	ADP
fis-3081	302	37	2.8	2.8	NUM
fis-3081	302	38	%	%	NOUN
fis-3081	302	39	and	and	CCONJ
fis-3081	302	40	decreases	decrease	NOUN
fis-3081	302	41	by	by	ADP
fis-3081	302	42	4.7	4.7	NUM
fis-3081	302	43	%	%	NOUN
fis-3081	302	44	respectively	respectively	ADV
fis-3081	302	45	in	in	ADP
fis-3081	302	46	comparison	comparison	NOUN
fis-3081	302	47	with	with	ADP
fis-3081	302	48	reference	reference	NOUN
fis-3081	302	49	beam	beam	NOUN
fis-3081	302	50	.	.	PUNCT
fis-3081	303	1	the	the	DET
fis-3081	303	2	results	result	NOUN
fis-3081	303	3	reflect	reflect	VERB
fis-3081	303	4	the	the	DET
fis-3081	303	5	negative	negative	ADJ
fis-3081	303	6	impact	impact	NOUN
fis-3081	303	7	of	of	ADP
fis-3081	303	8	the	the	DET
fis-3081	303	9	high	high	ADJ
fis-3081	303	10	modulus	modulus	NOUN
fis-3081	303	11	of	of	ADP
fis-3081	303	12	rupture	rupture	NOUN
fis-3081	303	13	value	value	NOUN
fis-3081	303	14	of	of	ADP
fis-3081	303	15	the	the	DET
fis-3081	303	16	steel	steel	NOUN
fis-3081	303	17	fiber	fiber	NOUN
fis-3081	303	18	reinforced	reinforce	VERB
fis-3081	303	19	concrete	concrete	NOUN
fis-3081	303	20	,	,	PUNCT
fis-3081	303	21	and	and	CCONJ
fis-3081	303	22	the	the	DET
fis-3081	303	23	high	high	ADJ
fis-3081	303	24	ratio	ratio	NOUN
fis-3081	303	25	of	of	ADP
fis-3081	303	26	steel	steel	NOUN
fis-3081	303	27	reinforcement	reinforcement	NOUN
fis-3081	303	28	𝝁	𝝁	PROPN
fis-3081	303	29	in	in	ADP
fis-3081	303	30	r.c	r.c	PROPN
fis-3081	303	31	beams	beam	NOUN
fis-3081	303	32	.	.	PUNCT
fis-3081	304	1	by	by	ADP
fis-3081	304	2	adding	add	VERB
fis-3081	304	3	smcs	smcs	ADJ
fis-3081	304	4	(	(	PUNCT
fis-3081	304	5	10%ms+1%ns	10%ms+1%ns	NUM
fis-3081	304	6	)	)	PUNCT
fis-3081	304	7	,	,	PUNCT
fis-3081	304	8	the	the	DET
fis-3081	304	9	flexural	flexural	ADJ
fis-3081	304	10	toughness	toughness	NOUN
fis-3081	304	11	increases	increase	NOUN
fis-3081	304	12	by	by	ADP
fis-3081	304	13	6.6	6.6	NUM
fis-3081	304	14	%	%	NOUN
fis-3081	304	15	,	,	PUNCT
fis-3081	304	16	13.7	13.7	NUM
fis-3081	304	17	%	%	NOUN
fis-3081	304	18	and	and	CCONJ
fis-3081	304	19	19.6	19.6	NUM
fis-3081	304	20	%	%	NOUN
fis-3081	304	21	respectively	respectively	ADV
fis-3081	304	22	in	in	ADP
fis-3081	304	23	comparison	comparison	NOUN
fis-3081	304	24	with	with	ADP
fis-3081	304	25	the	the	DET
fis-3081	304	26	reference	reference	NOUN
fis-3081	304	27	beam	beam	NOUN
fis-3081	304	28	.	.	PUNCT
fis-3081	305	1			NOUN
fis-3081	305	2	combination	combination	NOUN
fis-3081	305	3	between	between	ADP
fis-3081	305	4	the	the	DET
fis-3081	305	5	compressive	compressive	ADJ
fis-3081	305	6	and	and	CCONJ
fis-3081	305	7	flexural	flexural	ADJ
fis-3081	305	8	characteristic	characteristic	NOUN
fis-3081	305	9	of	of	ADP
fis-3081	305	10	concrete	concrete	NOUN
fis-3081	305	11	is	be	AUX
fis-3081	305	12	necessary	necessary	ADJ
fis-3081	305	13	in	in	SCONJ
fis-3081	305	14	case	case	NOUN
fis-3081	305	15	of	of	ADP
fis-3081	305	16	high	high	ADJ
fis-3081	305	17	steel	steel	NOUN
fis-3081	305	18	reinforcement	reinforcement	NOUN
fis-3081	305	19	ratios	ratio	NOUN
fis-3081	305	20	to	to	PART
fis-3081	305	21	reduce	reduce	VERB
fis-3081	305	22	the	the	DET
fis-3081	305	23	brittle	brittle	ADJ
fis-3081	305	24	behavior	behavior	NOUN
fis-3081	305	25	of	of	ADP
fis-3081	305	26	the	the	DET
fis-3081	305	27	r.c	r.c	PROPN
fis-3081	305	28	structure	structure	NOUN
fis-3081	305	29	element	element	NOUN
fis-3081	305	30	,	,	PUNCT
fis-3081	305	31	especially	especially	ADV
fis-3081	305	32	when	when	SCONJ
fis-3081	305	33	the	the	DET
fis-3081	305	34	r.c	r.c	PROPN
fis-3081	305	35	elements	element	NOUN
fis-3081	305	36	are	be	AUX
fis-3081	305	37	exposed	expose	VERB
fis-3081	305	38	to	to	ADP
fis-3081	305	39	a	a	DET
fis-3081	305	40	high	high	ADJ
fis-3081	305	41	strain	strain	NOUN
fis-3081	305	42	rate	rate	NOUN
fis-3081	305	43	loading	loading	NOUN
fis-3081	305	44	due	due	ADP
fis-3081	305	45	to	to	ADP
fis-3081	305	46	the	the	DET
fis-3081	305	47	added	add	VERB
fis-3081	305	48	value	value	NOUN
fis-3081	305	49	of	of	ADP
fis-3081	305	50	(	(	PUNCT
fis-3081	305	51	difs	difs	PROPN
fis-3081	305	52	)	)	PUNCT
fis-3081	305	53	for	for	ADP
fis-3081	305	54	steel	steel	NOUN
fis-3081	305	55	reinforcement	reinforcement	NOUN
fis-3081	305	56	’s	’s	PART
fis-3081	305	57	mechanical	mechanical	ADJ
fis-3081	305	58	properties	property	NOUN
fis-3081	305	59	,	,	PUNCT
fis-3081	305	60	which	which	PRON
fis-3081	305	61	make	make	VERB
fis-3081	305	62	the	the	DET
fis-3081	305	63	element	element	NOUN
fis-3081	305	64	stiffer	stiff	ADJ
fis-3081	305	65	than	than	ADP
fis-3081	305	66	usual	usual	ADJ
fis-3081	305	67	.	.	PUNCT
fis-3081	306	1	it	it	PRON
fis-3081	306	2	is	be	AUX
fis-3081	306	3	recommended	recommend	VERB
fis-3081	306	4	to	to	PART
fis-3081	306	5	study	study	VERB
fis-3081	306	6	the	the	DET
fis-3081	306	7	dynamic	dynamic	ADJ
fis-3081	306	8	response	response	NOUN
fis-3081	306	9	of	of	ADP
fis-3081	306	10	these	these	DET
fis-3081	306	11	concrete	concrete	ADJ
fis-3081	306	12	mixtures	mixture	NOUN
fis-3081	306	13	experimentally	experimentally	ADV
fis-3081	306	14	in	in	ADP
fis-3081	306	15	future	future	ADJ
fis-3081	306	16	works	work	NOUN
fis-3081	306	17	to	to	PART
fis-3081	306	18	investigate	investigate	VERB
fis-3081	306	19	the	the	DET
fis-3081	306	20	exact	exact	ADJ
fis-3081	306	21	values	value	NOUN
fis-3081	306	22	of	of	ADP
fis-3081	306	23	(	(	PUNCT
fis-3081	306	24	difs	dif	NOUN
fis-3081	306	25	)	)	PUNCT
fis-3081	306	26	for	for	ADP
fis-3081	306	27	concrete	concrete	ADJ
fis-3081	306	28	materials	material	NOUN
fis-3081	306	29	with	with	ADP
fis-3081	306	30	scms	scms	PROPN
fis-3081	306	31	in	in	ADP
fis-3081	306	32	the	the	DET
fis-3081	306	33	presence	presence	NOUN
fis-3081	306	34	of	of	ADP
fis-3081	306	35	steel	steel	NOUN
fis-3081	306	36	fibers	fiber	NOUN
fis-3081	306	37	in	in	ADP
fis-3081	306	38	order	order	NOUN
fis-3081	306	39	to	to	PART
fis-3081	306	40	show	show	VERB
fis-3081	306	41	the	the	DET
fis-3081	306	42	enhancement	enhancement	NOUN
fis-3081	306	43	in	in	ADP
fis-3081	306	44	the	the	DET
fis-3081	306	45	response	response	NOUN
fis-3081	306	46	of	of	ADP
fis-3081	306	47	concrete	concrete	NOUN
fis-3081	306	48	under	under	ADP
fis-3081	306	49	blast	blast	NOUN
fis-3081	306	50	loads	load	NOUN
fis-3081	306	51	in	in	ADP
fis-3081	306	52	comparison	comparison	NOUN
fis-3081	306	53	with	with	ADP
fis-3081	306	54	the	the	DET
fis-3081	306	55	(	(	PUNCT
fis-3081	306	56	difs	difs	PROPN
fis-3081	306	57	)	)	PUNCT
fis-3081	306	58	values	value	NOUN
fis-3081	306	59	mentioned	mention	VERB
fis-3081	306	60	in	in	ADP
fis-3081	306	61	the	the	DET
fis-3081	306	62	a	a	DET
fis-3081	306	63	m.	m.	NOUN
fis-3081	306	64	t.	t.	PROPN
fis-3081	306	65	nawar	nawar	PROPN
fis-3081	306	66	et	et	PROPN
fis-3081	306	67	alii	alii	PROPN
fis-3081	306	68	,	,	PUNCT
fis-3081	306	69	frattura	frattura	PROPN
fis-3081	306	70	ed	ed	PROPN
fis-3081	306	71	integrità	integrità	PROPN
fis-3081	306	72	strutturale	strutturale	PROPN
fis-3081	306	73	,	,	PUNCT
fis-3081	306	74	57	57	NUM
fis-3081	306	75	(	(	PUNCT
fis-3081	306	76	2021	2021	NUM
fis-3081	306	77	)	)	PUNCT
fis-3081	306	78	259	259	NUM
fis-3081	306	79	-	-	SYM
fis-3081	306	80	280	280	NUM
fis-3081	306	81	;	;	PUNCT
fis-3081	306	82	doi	doi	NOUN
fis-3081	306	83	:	:	PUNCT
fis-3081	306	84	10.3221	10.3221	NUM
fis-3081	306	85	/	/	SYM
fis-3081	306	86	igf	igf	NOUN
fis-3081	306	87	-	-	ADJ
fis-3081	306	88	esis.57.19	esis.57.19	ADJ
fis-3081	306	89	280	280	NUM
fis-3081	306	90	unified	unify	VERB
fis-3081	306	91	facilities	facility	NOUN
fis-3081	306	92	criteria	criterion	NOUN
fis-3081	306	93	ufc	ufc	NOUN
fis-3081	307	1	[	[	X
fis-3081	307	2	4	4	NUM
fis-3081	307	3	]	]	PUNCT
fis-3081	307	4	.	.	PUNCT
fis-3081	308	1	in	in	ADP
fis-3081	308	2	addition	addition	NOUN
fis-3081	308	3	,	,	PUNCT
fis-3081	308	4	the	the	DET
fis-3081	308	5	plastic	plastic	NOUN
fis-3081	308	6	hardening	hardening	NOUN
fis-3081	308	7	of	of	ADP
fis-3081	308	8	materials	material	NOUN
fis-3081	308	9	should	should	AUX
fis-3081	308	10	be	be	AUX
fis-3081	308	11	highly	highly	ADV
fis-3081	308	12	considered	consider	VERB
fis-3081	308	13	in	in	ADP
fis-3081	308	14	the	the	DET
fis-3081	308	15	sdof	sdof	ADJ
fis-3081	308	16	calculations	calculation	NOUN
fis-3081	308	17	.	.	PUNCT
fis-3081	309	1	this	this	PRON
fis-3081	309	2	leads	lead	VERB
fis-3081	309	3	to	to	ADP
fis-3081	309	4	a	a	DET
fis-3081	309	5	real	real	ADJ
fis-3081	309	6	improvement	improvement	NOUN
fis-3081	309	7	in	in	ADP
fis-3081	309	8	the	the	DET
fis-3081	309	9	response	response	NOUN
fis-3081	309	10	of	of	ADP
fis-3081	309	11	the	the	DET
fis-3081	309	12	element	element	NOUN
fis-3081	309	13	to	to	ADP
fis-3081	309	14	the	the	DET
fis-3081	309	15	blast	blast	NOUN
fis-3081	309	16	loads	load	NOUN
fis-3081	309	17	as	as	ADP
fis-3081	309	18	a	a	DET
fis-3081	309	19	result	result	NOUN
fis-3081	309	20	of	of	ADP
fis-3081	309	21	the	the	DET
fis-3081	309	22	enhancement	enhancement	NOUN
fis-3081	309	23	in	in	ADP
fis-3081	309	24	the	the	DET
fis-3081	309	25	ductility	ductility	NOUN
fis-3081	309	26	and	and	CCONJ
fis-3081	309	27	flexural	flexural	ADJ
fis-3081	309	28	toughness	toughness	NOUN
fis-3081	309	29	of	of	ADP
fis-3081	309	30	the	the	DET
fis-3081	309	31	r.c	r.c	PROPN
fis-3081	309	32	structural	structural	ADJ
fis-3081	309	33	elements	element	NOUN
fis-3081	309	34	behavior	behavior	NOUN
fis-3081	309	35	.	.	PUNCT
fis-3081	310	1	references	reference	NOUN
fis-3081	310	2	[	[	X
fis-3081	310	3	1	1	NUM
fis-3081	310	4	]	]	PUNCT
fis-3081	310	5	baker	baker	PROPN
fis-3081	310	6	,	,	PUNCT
fis-3081	310	7	w.e	w.e	PROPN
fis-3081	310	8	.	.	PROPN
fis-3081	310	9	,	,	PUNCT
fis-3081	310	10	cox	cox	PROPN
fis-3081	310	11	,	,	PUNCT
fis-3081	310	12	p.a	p.a	PROPN
fis-3081	310	13	.	.	PROPN
fis-3081	310	14	,	,	PUNCT
fis-3081	310	15	westine	westine	PROPN
fis-3081	310	16	,	,	PUNCT
fis-3081	310	17	p.s	p.s	PROPN
fis-3081	310	18	.	.	PROPN
fis-3081	310	19	,	,	PUNCT
fis-3081	310	20	kulesz	kulesz	PROPN
fis-3081	310	21	,	,	PUNCT
fis-3081	310	22	j.j	j.j	PROPN
fis-3081	310	23	.	.	PROPN
fis-3081	310	24	,	,	PUNCT
fis-3081	310	25	strehlow	strehlow	PROPN
fis-3081	310	26	,	,	PUNCT
fis-3081	310	27	r.a	r.a	PROPN
fis-3081	310	28	.	.	PROPN
fis-3081	310	29	(	(	PUNCT
fis-3081	310	30	1983	1983	NUM
fis-3081	310	31	)	)	PUNCT
fis-3081	310	32	.	.	PUNCT
fis-3081	311	1	explosion	explosion	NOUN
fis-3081	311	2	hazards	hazard	NOUN
fis-3081	311	3	and	and	CCONJ
fis-3081	311	4	evaluation	evaluation	NOUN
fis-3081	311	5	.	.	PUNCT
fis-3081	312	1	amsterdam	amsterdam	PROPN
fis-3081	312	2	;	;	PUNCT
fis-3081	312	3	elsevier	elsevier	NOUN
fis-3081	312	4	.	.	PUNCT
fis-3081	313	1	[	[	X
fis-3081	313	2	2	2	NUM
fis-3081	313	3	]	]	SYM
fis-3081	313	4	biggs	biggs	PROPN
fis-3081	313	5	,	,	PUNCT
fis-3081	313	6	j.m	j.m	PROPN
fis-3081	313	7	.	.	PROPN
fis-3081	313	8	,	,	PUNCT
fis-3081	313	9	(	(	PUNCT
fis-3081	313	10	1964	1964	NUM
fis-3081	313	11	)	)	PUNCT
fis-3081	313	12	.	.	PUNCT
fis-3081	314	1	introduction	introduction	NOUN
fis-3081	314	2	to	to	ADP
fis-3081	314	3	structural	structural	ADJ
fis-3081	314	4	dynamics	dynamic	NOUN
fis-3081	314	5	,	,	PUNCT
fis-3081	314	6	mcgraw	mcgraw	PROPN
fis-3081	314	7	-	-	PUNCT
fis-3081	314	8	hill	hill	PROPN
fis-3081	314	9	,	,	PUNCT
fis-3081	314	10	new	new	PROPN
fis-3081	314	11	york	york	PROPN
fis-3081	314	12	.	.	PUNCT
fis-3081	315	1	[	[	X
fis-3081	315	2	3	3	NUM
fis-3081	315	3	]	]	X
fis-3081	315	4	magnusson	magnusson	PROPN
fis-3081	315	5	,	,	PUNCT
fis-3081	315	6	j.	j.	PROPN
fis-3081	315	7	,	,	PUNCT
fis-3081	315	8	hallgren	hallgren	PROPN
fis-3081	315	9	,	,	PUNCT
fis-3081	315	10	m.	m.	NOUN
fis-3081	315	11	(	(	PUNCT
fis-3081	315	12	2000	2000	NUM
fis-3081	315	13	)	)	PUNCT
fis-3081	315	14	.	.	PUNCT
fis-3081	316	1	high	high	ADJ
fis-3081	316	2	performance	performance	NOUN
fis-3081	316	3	concrete	concrete	ADJ
fis-3081	316	4	beams	beam	NOUN
fis-3081	316	5	subjected	subject	VERB
fis-3081	316	6	to	to	ADP
fis-3081	316	7	shock	shock	NOUN
fis-3081	316	8	waves	wave	NOUN
fis-3081	316	9	from	from	ADP
fis-3081	316	10	air	air	NOUN
fis-3081	316	11	blast	blast	NOUN
fis-3081	316	12	,	,	PUNCT
fis-3081	316	13	swedish	swedish	ADJ
fis-3081	316	14	defense	defense	PROPN
fis-3081	316	15	research	research	NOUN
fis-3081	316	16	establishment	establishment	NOUN
fis-3081	316	17	(	(	PUNCT
fis-3081	316	18	foa	foa	PROPN
fis-3081	316	19	)	)	PUNCT
fis-3081	316	20	,	,	PUNCT
fis-3081	316	21	report	report	VERB
fis-3081	316	22	r--00	r--00	NOUN
fis-3081	316	23	-	-	PUNCT
fis-3081	316	24	01586	01586	NUM
fis-3081	316	25	-	-	PUNCT
fis-3081	316	26	311	311	NUM
fis-3081	316	27	-	-	PUNCT
fis-3081	316	28	-se	-se	NOUN
fis-3081	316	29	,	,	PUNCT
fis-3081	316	30	tumba	tumba	PROPN
fis-3081	316	31	,	,	PUNCT
fis-3081	316	32	sweden	sweden	PROPN
fis-3081	316	33	.	.	PUNCT
fis-3081	317	1	[	[	X
fis-3081	317	2	4	4	X
fis-3081	317	3	]	]	SYM
fis-3081	317	4	ufc	ufc	NOUN
fis-3081	317	5	3	3	NUM
fis-3081	317	6	-	-	SYM
fis-3081	317	7	340	340	NUM
fis-3081	317	8	-	-	PUNCT
fis-3081	317	9	02unified	02unifie	VERB
fis-3081	317	10	facilities	facility	NOUN
fis-3081	317	11	criteria	criterion	NOUN
fis-3081	317	12	(	(	PUNCT
fis-3081	317	13	ufc	ufc	NOUN
fis-3081	317	14	)	)	PUNCT
fis-3081	317	15	structures	structure	NOUN
fis-3081	317	16	to	to	PART
fis-3081	317	17	resist	resist	VERB
fis-3081	317	18	the	the	DET
fis-3081	317	19	effects	effect	NOUN
fis-3081	317	20	of	of	ADP
fis-3081	317	21	accidental	accidental	ADJ
fis-3081	317	22	explosions	explosion	NOUN
fis-3081	317	23	,	,	PUNCT
fis-3081	317	24	department	department	NOUN
fis-3081	317	25	of	of	ADP
fis-3081	317	26	the	the	DET
fis-3081	317	27	defense	defense	NOUN
fis-3081	317	28	,	,	PUNCT
fis-3081	317	29	(	(	PUNCT
fis-3081	317	30	2008	2008	NUM
fis-3081	317	31	)	)	PUNCT
fis-3081	317	32	,	,	PUNCT
fis-3081	317	33	usa	usa	PROPN
fis-3081	317	34	.	.	PUNCT
fis-3081	318	1	[	[	X
fis-3081	318	2	5	5	NUM
fis-3081	318	3	]	]	SYM
fis-3081	318	4	fkr	fkr	NOUN
fis-3081	318	5	,	,	PUNCT
fis-3081	318	6	(	(	PUNCT
fis-3081	318	7	2011	2011	NUM
fis-3081	318	8	)	)	PUNCT
fis-3081	318	9	.	.	PUNCT
fis-3081	318	10	fortskydd	fortskydd	PROPN
fis-3081	318	11	.	.	PUNCT
fis-3081	319	1	bilaga	bilaga	NOUN
fis-3081	319	2	till	till	SCONJ
fis-3081	319	3	fortifikationsverketskonstruktionsregler	fortifikationsverketskonstruktionsregler	ADJ
fis-3081	319	4	fkr	fkr	NOUN
fis-3081	319	5	,	,	PUNCT
fis-3081	319	6	dnr	dnr	PROPN
fis-3081	319	7	4535/2011	4535/2011	NUM
fis-3081	319	8	,	,	PUNCT
fis-3081	319	9	försvarsmakten	försvarsmakten	VERB
fis-3081	319	10	.	.	PUNCT
fis-3081	320	1	[	[	X
fis-3081	320	2	6	6	NUM
fis-3081	320	3	]	]	X
fis-3081	320	4	khizab	khizab	PROPN
fis-3081	320	5	,	,	PUNCT
fis-3081	320	6	b.	b.	PROPN
fis-3081	320	7	,	,	PUNCT
fis-3081	320	8	sadeghi	sadeghi	PROPN
fis-3081	320	9	,	,	PUNCT
fis-3081	320	10	a.	a.	PROPN
fis-3081	320	11	,	,	PUNCT
fis-3081	320	12	hashemi	hashemi	PROPN
fis-3081	320	13	,	,	PUNCT
fis-3081	320	14	s.	s.	PROPN
fis-3081	320	15	,	,	PUNCT
fis-3081	320	16	mehdizadeh	mehdizadeh	PROPN
fis-3081	320	17	,	,	PUNCT
fis-3081	320	18	k.	k.	PROPN
fis-3081	320	19	,	,	PUNCT
fis-3081	320	20	nasseri	nasseri	PROPN
fis-3081	320	21	,	,	PUNCT
fis-3081	320	22	h.	h.	PROPN
fis-3081	320	23	(	(	PUNCT
fis-3081	320	24	2020	2020	NUM
fis-3081	320	25	)	)	PUNCT
fis-3081	320	26	.	.	PUNCT
fis-3081	321	1	investigation	investigation	NOUN
fis-3081	321	2	the	the	DET
fis-3081	321	3	performance	performance	NOUN
fis-3081	321	4	of	of	ADP
fis-3081	321	5	dual	dual	ADJ
fis-3081	321	6	systems	system	NOUN
fis-3081	321	7	moment	moment	NOUN
fis-3081	321	8	-	-	PUNCT
fis-3081	321	9	resisting	resist	VERB
fis-3081	321	10	frame	frame	NOUN
fis-3081	321	11	with	with	ADP
fis-3081	321	12	steel	steel	NOUN
fis-3081	321	13	plate	plate	NOUN
fis-3081	321	14	shear	shear	PROPN
fis-3081	321	15	wall	wall	PROPN
fis-3081	321	16	subjected	subject	VERB
fis-3081	321	17	to	to	ADP
fis-3081	321	18	blast	blast	NOUN
fis-3081	321	19	loading	loading	NOUN
fis-3081	321	20	.	.	PUNCT
fis-3081	322	1	journal	journal	PROPN
fis-3081	322	2	of	of	ADP
fis-3081	322	3	structural	structural	ADJ
fis-3081	322	4	and	and	CCONJ
fis-3081	322	5	construction	construction	NOUN
fis-3081	322	6	engineering	engineering	NOUN
fis-3081	322	7	.	.	PUNCT
fis-3081	323	1	doi	doi	NOUN
fis-3081	323	2	:	:	PUNCT
fis-3081	323	3	10.22065	10.22065	NUM
fis-3081	323	4	/	/	SYM
fis-3081	323	5	jsce.2020.177510.1820	jsce.2020.177510.1820	NOUN
fis-3081	323	6	.	.	PUNCT
fis-3081	324	1	[	[	X
fis-3081	324	2	7	7	NUM
fis-3081	324	3	]	]	X
fis-3081	324	4	ahmadi	ahmadi	PROPN
fis-3081	324	5	,	,	PUNCT
fis-3081	324	6	h.	h.	PROPN
fis-3081	324	7	,	,	PUNCT
fis-3081	324	8	kamran	kamran	PROPN
fis-3081	324	9	,	,	PUNCT
fis-3081	324	10	m.	m.	NOUN
fis-3081	324	11	and	and	CCONJ
fis-3081	324	12	tafaroj	tafaroj	NOUN
fis-3081	324	13	,	,	PUNCT
fis-3081	324	14	n.	n.	NOUN
fis-3081	324	15	(	(	PUNCT
fis-3081	324	16	2011	2011	NUM
fis-3081	324	17	)	)	PUNCT
fis-3081	324	18	.	.	PUNCT
fis-3081	325	1	lightweight	lightweight	ADJ
fis-3081	325	2	nano	nano	NOUN
fis-3081	325	3	concrete	concrete	NOUN
fis-3081	325	4	.	.	PUNCT
fis-3081	326	1	journal	journal	NOUN
fis-3081	326	2	of	of	ADP
fis-3081	326	3	technology	technology	NOUN
fis-3081	326	4	and	and	CCONJ
fis-3081	326	5	arts	art	NOUN
fis-3081	326	6	,	,	PUNCT
fis-3081	326	7	construction	construction	NOUN
fis-3081	326	8	engineering	engineering	NOUN
fis-3081	326	9	organization	organization	NOUN
fis-3081	326	10	,	,	PUNCT
fis-3081	326	11	gilan	gilan	ADJ
fis-3081	326	12	province	province	NOUN
fis-3081	326	13	,	,	PUNCT
fis-3081	326	14	52	52	NUM
fis-3081	326	15	,	,	PUNCT
fis-3081	326	16	pp	pp	ADJ
fis-3081	326	17	.	.	PUNCT
fis-3081	326	18	8	8	NUM
fis-3081	326	19	-13	-13	PUNCT
fis-3081	326	20	.	.	PUNCT
fis-3081	327	1	[	[	X
fis-3081	327	2	8	8	NUM
fis-3081	327	3	]	]	X
fis-3081	327	4	sharaky	sharaky	NOUN
fis-3081	327	5	,	,	PUNCT
fis-3081	327	6	i.	i.	PROPN
fis-3081	327	7	a.	a.	PROPN
fis-3081	327	8	,	,	PUNCT
fis-3081	327	9	megahed	megahe	VERB
fis-3081	327	10	,	,	PUNCT
fis-3081	327	11	f.	f.	PROPN
fis-3081	327	12	a.	a.	PROPN
fis-3081	327	13	,	,	PUNCT
fis-3081	327	14	seleem	seleem	PROPN
fis-3081	327	15	,	,	PUNCT
fis-3081	327	16	m.	m.	NOUN
fis-3081	327	17	h.	h.	PROPN
fis-3081	327	18	and	and	CCONJ
fis-3081	327	19	badawy	badawy	PROPN
fis-3081	327	20	,	,	PUNCT
fis-3081	327	21	a.	a.	NOUN
fis-3081	327	22	m.	m.	NOUN
fis-3081	327	23	(	(	PUNCT
fis-3081	327	24	2019	2019	NUM
fis-3081	327	25	)	)	PUNCT
fis-3081	327	26	.	.	PUNCT
fis-3081	328	1	the	the	DET
fis-3081	328	2	influence	influence	NOUN
fis-3081	328	3	of	of	ADP
fis-3081	328	4	silica	silica	NOUN
fis-3081	328	5	fume	fume	NOUN
fis-3081	328	6	,	,	PUNCT
fis-3081	328	7	nano	nano	NOUN
fis-3081	328	8	silica	silica	NOUN
fis-3081	328	9	and	and	CCONJ
fis-3081	328	10	mixing	mix	VERB
fis-3081	328	11	method	method	NOUN
fis-3081	328	12	on	on	ADP
fis-3081	328	13	the	the	DET
fis-3081	328	14	strength	strength	NOUN
fis-3081	328	15	and	and	CCONJ
fis-3081	328	16	durability	durability	NOUN
fis-3081	328	17	of	of	ADP
fis-3081	328	18	concrete	concrete	NOUN
fis-3081	328	19	.	.	PUNCT
fis-3081	329	1	sn	sn	PROPN
fis-3081	329	2	applied	apply	VERB
fis-3081	329	3	sciences	science	NOUN
fis-3081	329	4	,	,	PUNCT
fis-3081	329	5	1(6	1(6	NUM
fis-3081	329	6	)	)	PUNCT
fis-3081	329	7	.	.	PUNCT
fis-3081	330	1	doi	doi	NOUN
fis-3081	330	2	:	:	PUNCT
fis-3081	330	3	10.1007	10.1007	NUM
fis-3081	330	4	/	/	SYM
fis-3081	330	5	s42452	s42452	NOUN
fis-3081	330	6	-	-	PUNCT
fis-3081	330	7	019	019	NUM
fis-3081	330	8	-	-	PUNCT
fis-3081	330	9	0621	0621	NUM
fis-3081	330	10	-	-	SYM
fis-3081	330	11	2	2	NUM
fis-3081	330	12	.	.	PUNCT
fis-3081	331	1	[	[	X
fis-3081	331	2	9	9	NUM
fis-3081	331	3	]	]	SYM
fis-3081	331	4	barbhuiya	barbhuiya	NOUN
fis-3081	331	5	,	,	PUNCT
fis-3081	331	6	g.	g.	PROPN
fis-3081	331	7	h.	h.	PROPN
fis-3081	331	8	,	,	PUNCT
fis-3081	331	9	moiz	moiz	NOUN
fis-3081	331	10	,	,	PUNCT
fis-3081	331	11	m.	m.	NOUN
fis-3081	331	12	a.	a.	PROPN
fis-3081	331	13	,	,	PUNCT
fis-3081	331	14	hasan	hasan	PROPN
fis-3081	331	15	,	,	PUNCT
fis-3081	331	16	s.	s.	PROPN
fis-3081	331	17	d.	d.	PROPN
fis-3081	331	18	and	and	CCONJ
fis-3081	331	19	zaheer	zaheer	PROPN
fis-3081	331	20	,	,	PUNCT
fis-3081	331	21	m.	m.	NOUN
fis-3081	331	22	m.	m.	NOUN
fis-3081	331	23	(	(	PUNCT
fis-3081	331	24	2020	2020	NUM
fis-3081	331	25	)	)	PUNCT
fis-3081	331	26	.	.	PUNCT
fis-3081	332	1	effects	effect	NOUN
fis-3081	332	2	of	of	ADP
fis-3081	332	3	the	the	DET
fis-3081	332	4	nanosilica	nanosilica	ADJ
fis-3081	332	5	addition	addition	NOUN
fis-3081	332	6	on	on	ADP
fis-3081	332	7	cement	cement	NOUN
fis-3081	332	8	concrete	concrete	NOUN
fis-3081	332	9	:	:	PUNCT
fis-3081	332	10	a	a	DET
fis-3081	332	11	review	review	NOUN
fis-3081	332	12	.	.	PUNCT
fis-3081	333	1	materials	material	NOUN
fis-3081	333	2	today	today	NOUN
fis-3081	333	3	:	:	PUNCT
fis-3081	333	4	proceedings	proceeding	NOUN
fis-3081	333	5	,	,	PUNCT
fis-3081	333	6	32	32	NUM
fis-3081	333	7	,	,	PUNCT
fis-3081	333	8	pp	pp	ADJ
fis-3081	333	9	.	.	PUNCT
fis-3081	334	1	560–566	560–566	NUM
fis-3081	334	2	.	.	PUNCT
fis-3081	334	3	doi	doi	NOUN
fis-3081	334	4	:	:	PUNCT
fis-3081	334	5	10.1016	10.1016	NUM
fis-3081	334	6	/	/	SYM
fis-3081	334	7	j.matpr.2020.02.143	j.matpr.2020.02.143	NOUN
fis-3081	334	8	.	.	PUNCT
fis-3081	335	1	[	[	X
fis-3081	335	2	10	10	NUM
fis-3081	335	3	]	]	X
fis-3081	335	4	taher	taher	PROPN
fis-3081	335	5	,	,	PUNCT
fis-3081	335	6	m.	m.	NOUN
fis-3081	335	7	j.	j.	PROPN
fis-3081	335	8	,	,	PUNCT
fis-3081	335	9	hassan	hassan	PROPN
fis-3081	335	10	,	,	PUNCT
fis-3081	335	11	m.	m.	PROPN
fis-3081	335	12	s.	s.	PROPN
fis-3081	335	13	and	and	CCONJ
fis-3081	335	14	al	al	PROPN
fis-3081	335	15	-	-	PUNCT
fis-3081	335	16	azawi	azawi	PROPN
fis-3081	335	17	,	,	PUNCT
fis-3081	335	18	z.	z.	PROPN
fis-3081	335	19	m.	m.	PROPN
fis-3081	335	20	(	(	PUNCT
fis-3081	335	21	2015	2015	NUM
fis-3081	335	22	)	)	PUNCT
fis-3081	335	23	.	.	PUNCT
fis-3081	336	1	combined	combine	VERB
fis-3081	336	2	effect	effect	NOUN
fis-3081	336	3	of	of	ADP
fis-3081	336	4	silica	silica	NOUN
fis-3081	336	5	fume	fume	NOUN
fis-3081	336	6	and	and	CCONJ
fis-3081	336	7	steel	steel	NOUN
fis-3081	336	8	fiber	fiber	NOUN
fis-3081	336	9	on	on	ADP
fis-3081	336	10	modulus	modulus	NOUN
fis-3081	336	11	of	of	ADP
fis-3081	336	12	elasticity	elasticity	NOUN
fis-3081	336	13	of	of	ADP
fis-3081	336	14	high	high	ADJ
fis-3081	336	15	performance	performance	NOUN
fis-3081	336	16	concrete	concrete	NOUN
fis-3081	336	17	.	.	PUNCT
fis-3081	337	1	engineering	engineering	NOUN
fis-3081	337	2	and	and	CCONJ
fis-3081	337	3	technology	technology	NOUN
fis-3081	337	4	journal	journal	NOUN
fis-3081	337	5	,	,	PUNCT
fis-3081	337	6	33(4	33(4	NUM
fis-3081	337	7	part	part	NOUN
fis-3081	337	8	(	(	PUNCT
fis-3081	337	9	a	a	NOUN
fis-3081	337	10	)	)	PUNCT
fis-3081	337	11	engineering	engineering	NOUN
fis-3081	337	12	)	)	PUNCT
fis-3081	337	13	,	,	PUNCT
fis-3081	337	14	868	868	NUM
fis-3081	337	15	-	-	SYM
fis-3081	337	16	876	876	NUM
fis-3081	337	17	.	.	PUNCT
fis-3081	338	1	[	[	X
fis-3081	338	2	11	11	NUM
fis-3081	338	3	]	]	X
fis-3081	338	4	ghazy	ghazy	ADJ
fis-3081	338	5	,	,	PUNCT
fis-3081	338	6	a.	a.	PROPN
fis-3081	338	7	,	,	PUNCT
fis-3081	338	8	bassuoni	bassuoni	PROPN
fis-3081	338	9	,	,	PUNCT
fis-3081	338	10	m.	m.	NOUN
fis-3081	338	11	t.	t.	PROPN
fis-3081	338	12	,	,	PUNCT
fis-3081	338	13	maguire	maguire	PROPN
fis-3081	338	14	,	,	PUNCT
fis-3081	338	15	e.	e.	PROPN
fis-3081	338	16	and	and	CCONJ
fis-3081	338	17	o’loan	o’loan	PROPN
fis-3081	338	18	,	,	PUNCT
fis-3081	338	19	m.	m.	NOUN
fis-3081	338	20	(	(	PUNCT
fis-3081	338	21	2016	2016	NUM
fis-3081	338	22	)	)	PUNCT
fis-3081	338	23	.	.	PUNCT
fis-3081	339	1	properties	property	NOUN
fis-3081	339	2	of	of	ADP
fis-3081	339	3	fiber	fiber	NOUN
fis-3081	339	4	-	-	PUNCT
fis-3081	339	5	reinforced	reinforce	VERB
fis-3081	339	6	mortars	mortar	NOUN
fis-3081	339	7	incorporating	incorporate	VERB
fis-3081	339	8	nano	nano	NOUN
fis-3081	339	9	-	-	PUNCT
fis-3081	339	10	silica	silica	NOUN
fis-3081	339	11	.	.	PUNCT
fis-3081	340	1	fibers	fiber	NOUN
fis-3081	340	2	,	,	PUNCT
fis-3081	340	3	4(1	4(1	NOUN
fis-3081	340	4	)	)	PUNCT
fis-3081	340	5	,	,	PUNCT
fis-3081	340	6	6	6	X
fis-3081	340	7	.	.	X
fis-3081	340	8	doi	doi	NOUN
fis-3081	340	9	:	:	PUNCT
fis-3081	340	10	10.3390	10.3390	NUM
fis-3081	340	11	/	/	SYM
fis-3081	340	12	fib4010006	fib4010006	NOUN
fis-3081	340	13	.	.	PUNCT
fis-3081	341	1	[	[	X
fis-3081	341	2	12	12	NUM
fis-3081	341	3	]	]	X
fis-3081	341	4	fawzy	fawzy	PROPN
fis-3081	341	5	,	,	PUNCT
fis-3081	341	6	y.	y.	PROPN
fis-3081	341	7	a.	a.	PROPN
fis-3081	341	8	e.	e.	PROPN
fis-3081	341	9	and	and	CCONJ
fis-3081	341	10	metwally	metwally	ADV
fis-3081	341	11	,	,	PUNCT
fis-3081	341	12	k.	k.	PROPN
fis-3081	341	13	a.	a.	PROPN
fis-3081	341	14	(	(	PUNCT
fis-3081	341	15	2017	2017	NUM
fis-3081	341	16	)	)	PUNCT
fis-3081	341	17	.	.	PUNCT
fis-3081	342	1	impact	impact	NOUN
fis-3081	342	2	of	of	ADP
fis-3081	342	3	steel	steel	NOUN
fis-3081	342	4	fiber	fiber	NOUN
fis-3081	342	5	or	or	CCONJ
fis-3081	342	6	nano	nano	NOUN
fis-3081	342	7	silica	silica	NOUN
fis-3081	342	8	on	on	ADP
fis-3081	342	9	properties	property	NOUN
fis-3081	342	10	of	of	ADP
fis-3081	342	11	concrete	concrete	NOUN
fis-3081	342	12	containing	contain	VERB
fis-3081	342	13	various	various	ADJ
fis-3081	342	14	cement	cement	NOUN
fis-3081	342	15	types	type	NOUN
fis-3081	342	16	.	.	PUNCT
fis-3081	343	1	life	life	NOUN
fis-3081	343	2	science	science	PROPN
fis-3081	343	3	journal	journal	NOUN
fis-3081	343	4	,	,	PUNCT
fis-3081	343	5	14(12	14(12	NUM
fis-3081	343	6	)	)	PUNCT
fis-3081	343	7	.	.	PUNCT
fis-3081	344	1	doi	doi	NOUN
fis-3081	344	2	:	:	PUNCT
fis-3081	344	3	10.7537	10.7537	NUM
fis-3081	344	4	/	/	SYM
fis-3081	344	5	marslsj141217.06	marslsj141217.06	PROPN
fis-3081	344	6	.	.	PUNCT
fis-3081	345	1	[	[	X
fis-3081	345	2	13	13	NUM
fis-3081	345	3	]	]	X
fis-3081	345	4	hasan	hasan	PROPN
fis-3081	345	5	-	-	PUNCT
fis-3081	345	6	nattaj	nattaj	PROPN
fis-3081	345	7	,	,	PUNCT
fis-3081	345	8	f.	f.	PROPN
fis-3081	345	9	and	and	CCONJ
fis-3081	345	10	nematzadeh	nematzadeh	PROPN
fis-3081	345	11	,	,	PUNCT
fis-3081	345	12	m.	m.	NOUN
fis-3081	345	13	(	(	PUNCT
fis-3081	345	14	2017	2017	NUM
fis-3081	345	15	)	)	PUNCT
fis-3081	345	16	.	.	PUNCT
fis-3081	346	1	the	the	DET
fis-3081	346	2	effect	effect	NOUN
fis-3081	346	3	of	of	ADP
fis-3081	346	4	forta	forta	PROPN
fis-3081	346	5	-	-	PUNCT
fis-3081	346	6	ferro	ferro	ADJ
fis-3081	346	7	and	and	CCONJ
fis-3081	346	8	steel	steel	NOUN
fis-3081	346	9	fibers	fiber	NOUN
fis-3081	346	10	on	on	ADP
fis-3081	346	11	mechanical	mechanical	ADJ
fis-3081	346	12	properties	property	NOUN
fis-3081	346	13	of	of	ADP
fis-3081	346	14	high	high	ADJ
fis-3081	346	15	-	-	PUNCT
fis-3081	346	16	strength	strength	NOUN
fis-3081	346	17	concrete	concrete	NOUN
fis-3081	346	18	with	with	ADP
fis-3081	346	19	and	and	CCONJ
fis-3081	346	20	without	without	ADP
fis-3081	346	21	silica	silica	NOUN
fis-3081	346	22	fume	fume	NOUN
fis-3081	346	23	and	and	CCONJ
fis-3081	346	24	nano	nano	NOUN
fis-3081	346	25	-	-	PUNCT
fis-3081	346	26	silica	silica	NOUN
fis-3081	346	27	.	.	PUNCT
fis-3081	347	1	construction	construction	NOUN
fis-3081	347	2	and	and	CCONJ
fis-3081	347	3	building	building	NOUN
fis-3081	347	4	materials	material	NOUN
fis-3081	347	5	,	,	PUNCT
fis-3081	347	6	137	137	NUM
fis-3081	347	7	,	,	PUNCT
fis-3081	347	8	pp	pp	ADJ
fis-3081	347	9	.	.	PUNCT
fis-3081	348	1	557	557	NUM
fis-3081	348	2	-	-	SYM
fis-3081	348	3	572	572	NUM
fis-3081	348	4	.	.	PUNCT
fis-3081	348	5	doi	doi	NOUN
fis-3081	348	6	:	:	PUNCT
fis-3081	348	7	10.1016	10.1016	NUM
fis-3081	348	8	/	/	SYM
fis-3081	348	9	j.conbuildmat.2017.01.078	j.conbuildmat.2017.01.078	PROPN
fis-3081	348	10	.	.	PUNCT
fis-3081	349	1	[	[	X
fis-3081	349	2	14	14	NUM
fis-3081	349	3	]	]	X
fis-3081	349	4	sharma	sharma	PROPN
fis-3081	349	5	,	,	PUNCT
fis-3081	349	6	r.	r.	PROPN
fis-3081	349	7	and	and	CCONJ
fis-3081	349	8	bansal	bansal	NOUN
fis-3081	349	9	,	,	PUNCT
fis-3081	349	10	p.	p.	NOUN
fis-3081	349	11	p.	p.	NOUN
fis-3081	349	12	(	(	PUNCT
fis-3081	349	13	2019	2019	NUM
fis-3081	349	14	)	)	PUNCT
fis-3081	349	15	.	.	PUNCT
fis-3081	350	1	efficacy	efficacy	NOUN
fis-3081	350	2	of	of	ADP
fis-3081	350	3	supplementary	supplementary	ADJ
fis-3081	350	4	cementitious	cementitious	ADJ
fis-3081	350	5	material	material	NOUN
fis-3081	350	6	and	and	CCONJ
fis-3081	350	7	hybrid	hybrid	ADJ
fis-3081	350	8	fiber	fiber	NOUN
fis-3081	350	9	to	to	PART
fis-3081	350	10	develop	develop	VERB
fis-3081	350	11	the	the	DET
fis-3081	350	12	ultra	ultra	ADJ
fis-3081	350	13	-	-	ADJ
fis-3081	350	14	high	high	ADJ
fis-3081	350	15	-	-	PUNCT
fis-3081	350	16	performance	performance	NOUN
fis-3081	350	17	hybrid	hybrid	NOUN
fis-3081	350	18	fiber	fiber	NOUN
fis-3081	350	19	reinforced	reinforce	VERB
fis-3081	350	20	concrete	concrete	NOUN
fis-3081	350	21	.	.	PUNCT
fis-3081	351	1	advances	advance	NOUN
fis-3081	351	2	in	in	ADP
fis-3081	351	3	concrete	concrete	ADJ
fis-3081	351	4	construction	construction	NOUN
fis-3081	351	5	,	,	PUNCT
fis-3081	351	6	8(1	8(1	NOUN
fis-3081	351	7	)	)	PUNCT
fis-3081	351	8	,	,	PUNCT
fis-3081	351	9	pp	pp	PROPN
fis-3081	351	10	.	.	PUNCT
fis-3081	352	1	21	21	NUM
fis-3081	352	2	-	-	SYM
fis-3081	352	3	31	31	NUM
fis-3081	352	4	.	.	PUNCT
fis-3081	353	1	doi	doi	NOUN
fis-3081	353	2	:	:	PUNCT
fis-3081	353	3	10.12989	10.12989	NUM
fis-3081	353	4	/	/	SYM
fis-3081	353	5	acc.2019.8.1.021	acc.2019.8.1.021	NOUN
fis-3081	353	6	.	.	PUNCT
fis-3081	354	1	[	[	X
fis-3081	354	2	15	15	NUM
fis-3081	354	3	]	]	X
fis-3081	354	4	murthy	murthy	ADJ
fis-3081	354	5	,	,	PUNCT
fis-3081	354	6	a.	a.	PROPN
fis-3081	354	7	r.	r.	PROPN
fis-3081	354	8	and	and	CCONJ
fis-3081	354	9	ganesh	ganesh	PROPN
fis-3081	354	10	,	,	PUNCT
fis-3081	354	11	p.	p.	NOUN
fis-3081	354	12	(	(	PUNCT
fis-3081	354	13	2019	2019	NUM
fis-3081	354	14	)	)	PUNCT
fis-3081	354	15	.	.	PUNCT
fis-3081	355	1	effect	effect	NOUN
fis-3081	355	2	of	of	ADP
fis-3081	355	3	steel	steel	NOUN
fis-3081	355	4	fibers	fiber	NOUN
fis-3081	355	5	and	and	CCONJ
fis-3081	355	6	nano	nano	NOUN
fis-3081	355	7	silica	silica	NOUN
fis-3081	355	8	on	on	ADP
fis-3081	355	9	fractions	fraction	NOUN
fis-3081	355	10	properties	property	NOUN
fis-3081	355	11	of	of	ADP
fis-3081	355	12	medium	medium	NOUN
fis-3081	355	13	strength	strength	NOUN
fis-3081	355	14	concrete	concrete	NOUN
fis-3081	355	15	.	.	PUNCT
fis-3081	356	1	advances	advance	NOUN
fis-3081	356	2	in	in	ADP
fis-3081	356	3	concrete	concrete	ADJ
fis-3081	356	4	construction	construction	NOUN
fis-3081	356	5	,	,	PUNCT
fis-3081	356	6	7(3	7(3	NUM
fis-3081	356	7	)	)	PUNCT
fis-3081	356	8	,	,	PUNCT
fis-3081	356	9	pp	pp	ADP
fis-3081	356	10	.	.	PUNCT
fis-3081	357	1	143	143	NUM
fis-3081	357	2	-	-	SYM
fis-3081	357	3	150	150	NUM
fis-3081	357	4	.	.	PUNCT
fis-3081	358	1	doi	doi	NOUN
fis-3081	358	2	:	:	PUNCT
fis-3081	358	3	10.12989	10.12989	NUM
fis-3081	358	4	/	/	SYM
fis-3081	358	5	acc.2019.7.3.143	acc.2019.7.3.143	NOUN
fis-3081	358	6	.	.	PUNCT
fis-3081	359	1	[	[	X
fis-3081	359	2	16	16	NUM
fis-3081	359	3	]	]	SYM
fis-3081	359	4	eisa	eisa	NOUN
fis-3081	359	5	,	,	PUNCT
fis-3081	359	6	a.	a.	PROPN
fis-3081	359	7	s.	s.	PROPN
fis-3081	359	8	,	,	PUNCT
fis-3081	359	9	shehab	shehab	PROPN
fis-3081	359	10	,	,	PUNCT
fis-3081	359	11	h.	h.	PROPN
fis-3081	359	12	k.	k.	PROPN
fis-3081	359	13	,	,	PUNCT
fis-3081	359	14	el	el	PROPN
fis-3081	359	15	-	-	PUNCT
fis-3081	359	16	awady	awady	PROPN
fis-3081	359	17	,	,	PUNCT
fis-3081	359	18	k.	k.	PROPN
fis-3081	359	19	a.	a.	PROPN
fis-3081	359	20	and	and	CCONJ
fis-3081	359	21	nawar	nawar	NOUN
fis-3081	359	22	,	,	PUNCT
fis-3081	359	23	m.	m.	NOUN
fis-3081	359	24	t.	t.	NOUN
fis-3081	359	25	(	(	PUNCT
fis-3081	359	26	2021	2021	NUM
fis-3081	359	27	)	)	PUNCT
fis-3081	359	28	.	.	PUNCT
fis-3081	360	1	improving	improve	VERB
fis-3081	360	2	the	the	DET
fis-3081	360	3	flexural	flexural	ADJ
fis-3081	360	4	toughness	toughness	NOUN
fis-3081	360	5	behavior	behavior	NOUN
fis-3081	360	6	of	of	ADP
fis-3081	360	7	rc	rc	PROPN
fis-3081	360	8	beams	beam	NOUN
fis-3081	360	9	using	use	VERB
fis-3081	360	10	micro	micro	ADJ
fis-3081	360	11	/	/	SYM
fis-3081	360	12	nano	nano	NOUN
fis-3081	360	13	silica	silica	NOUN
fis-3081	360	14	and	and	CCONJ
fis-3081	360	15	steel	steel	NOUN
fis-3081	360	16	fibers	fiber	NOUN
fis-3081	360	17	.	.	PUNCT
fis-3081	361	1	advances	advance	NOUN
fis-3081	361	2	in	in	ADP
fis-3081	361	3	concrete	concrete	ADJ
fis-3081	361	4	construction	construction	NOUN
fis-3081	361	5	,	,	PUNCT
fis-3081	361	6	11(1	11(1	NUM
fis-3081	361	7	)	)	PUNCT
fis-3081	361	8	,	,	PUNCT
fis-3081	361	9	pp	pp	PROPN
fis-3081	361	10	.	.	PUNCT
fis-3081	362	1	45	45	NUM
fis-3081	362	2	-	-	SYM
fis-3081	362	3	58	58	NUM
fis-3081	362	4	.	.	PUNCT
fis-3081	363	1	doi	doi	NOUN
fis-3081	363	2	:	:	PUNCT
fis-3081	363	3	10.12989	10.12989	NUM
fis-3081	363	4	/	/	SYM
fis-3081	363	5	acc.2021.11.1.045	acc.2021.11.1.045	PROPN
fis-3081	363	6	.	.	PUNCT
fis-3081	364	1	[	[	X
fis-3081	364	2	17	17	NUM
fis-3081	364	3	]	]	X
fis-3081	364	4	magnusson	magnusson	PROPN
fis-3081	364	5	,	,	PUNCT
fis-3081	364	6	j.	j.	PROPN
fis-3081	364	7	(	(	PUNCT
fis-3081	364	8	2007	2007	NUM
fis-3081	364	9	)	)	PUNCT
fis-3081	364	10	.	.	PUNCT
fis-3081	365	1	structural	structural	ADJ
fis-3081	365	2	concrete	concrete	ADJ
fis-3081	365	3	elements	element	NOUN
fis-3081	365	4	subjected	subject	VERB
fis-3081	365	5	to	to	ADP
fis-3081	365	6	air	air	NOUN
fis-3081	365	7	blast	blast	NOUN
fis-3081	365	8	loading	loading	NOUN
fis-3081	365	9	,	,	PUNCT
fis-3081	365	10	licentiate	licentiate	NOUN
fis-3081	365	11	thesis	thesis	NOUN
fis-3081	365	12	,	,	PUNCT
fis-3081	365	13	royal	royal	PROPN
fis-3081	365	14	institute	institute	PROPN
fis-3081	365	15	of	of	ADP
fis-3081	365	16	technology	technology	NOUN
fis-3081	365	17	,	,	PUNCT
fis-3081	365	18	division	division	NOUN
fis-3081	365	19	of	of	ADP
fis-3081	365	20	concrete	concrete	ADJ
fis-3081	365	21	structures	structure	NOUN
fis-3081	365	22	,	,	PUNCT
fis-3081	365	23	stockholm	stockholm	PROPN
fis-3081	365	24	,	,	PUNCT
fis-3081	365	25	sweden	sweden	PROPN
fis-3081	365	26	.	.	PUNCT
fis-3081	366	1	[	[	X
fis-3081	366	2	18	18	NUM
fis-3081	366	3	]	]	X
fis-3081	366	4	chopra	chopra	PROPN
fis-3081	366	5	,	,	PUNCT
fis-3081	366	6	a.	a.	PROPN
fis-3081	366	7	k.	k.	PROPN
fis-3081	366	8	(	(	PUNCT
fis-3081	366	9	2007	2007	NUM
fis-3081	366	10	)	)	PUNCT
fis-3081	366	11	.	.	PUNCT
fis-3081	367	1	dynamics	dynamic	NOUN
fis-3081	367	2	of	of	ADP
fis-3081	367	3	structures	structure	NOUN
fis-3081	367	4	,	,	PUNCT
fis-3081	367	5	3rd	3rd	ADJ
fis-3081	367	6	edition	edition	NOUN
fis-3081	367	7	.	.	PUNCT
fis-3081	368	1	pearson	pearson	PROPN
fis-3081	368	2	education	education	PROPN
fis-3081	368	3	,	,	PUNCT
fis-3081	368	4	inc	inc	PROPN
fis-3081	368	5	.	.	PUNCT
fis-3081	369	1	[	[	X
fis-3081	369	2	19	19	NUM
fis-3081	369	3	]	]	PUNCT
fis-3081	369	4	abaqus	abaqus	NOUN
fis-3081	369	5	6.14	6.14	NUM
fis-3081	369	6	,	,	PUNCT
fis-3081	369	7	abaqus	abaqus	NOUN
fis-3081	369	8	analysis	analysis	NOUN
fis-3081	369	9	user	user	NOUN
fis-3081	369	10	's	's	PART
fis-3081	369	11	guide	guide	NOUN
fis-3081	369	12	,	,	PUNCT
fis-3081	369	13	release	release	VERB
fis-3081	369	14	14.0	14.0	NUM
fis-3081	369	15	documentation	documentation	NOUN
fis-3081	369	16	,	,	PUNCT
fis-3081	369	17	(	(	PUNCT
fis-3081	369	18	2014	2014	NUM
fis-3081	369	19	)	)	PUNCT
fis-3081	369	20	.	.	PUNCT
fis-3081	370	1	[	[	X
fis-3081	370	2	20	20	NUM
fis-3081	370	3	]	]	X
fis-3081	370	4	zukas	zukas	NOUN
fis-3081	370	5	,	,	PUNCT
fis-3081	370	6	j.	j.	PROPN
fis-3081	370	7	a.	a.	PROPN
fis-3081	370	8	and	and	CCONJ
fis-3081	370	9	scheffler	scheffler	PROPN
fis-3081	370	10	,	,	PUNCT
fis-3081	370	11	d.	d.	PROPN
fis-3081	370	12	r.	r.	PROPN
fis-3081	370	13	(	(	PUNCT
fis-3081	370	14	2000	2000	NUM
fis-3081	370	15	)	)	PUNCT
fis-3081	370	16	.	.	PUNCT
fis-3081	371	1	practical	practical	ADJ
fis-3081	371	2	aspects	aspect	NOUN
fis-3081	371	3	of	of	ADP
fis-3081	371	4	numerical	numerical	ADJ
fis-3081	371	5	simulations	simulation	NOUN
fis-3081	371	6	of	of	ADP
fis-3081	371	7	dynamic	dynamic	ADJ
fis-3081	371	8	events	event	NOUN
fis-3081	371	9	:	:	PUNCT
fis-3081	371	10	effects	effect	NOUN
fis-3081	371	11	of	of	ADP
fis-3081	371	12	meshing	meshing	NOUN
fis-3081	371	13	.	.	PUNCT
fis-3081	372	1	international	international	ADJ
fis-3081	372	2	journal	journal	PROPN
fis-3081	372	3	of	of	ADP
fis-3081	372	4	impact	impact	NOUN
fis-3081	372	5	engineering	engineering	NOUN
fis-3081	372	6	,	,	PUNCT
fis-3081	372	7	24(9	24(9	NUM
fis-3081	372	8	)	)	PUNCT
fis-3081	372	9	,	,	PUNCT
fis-3081	372	10	pp	pp	ADP
fis-3081	372	11	.	.	PUNCT
fis-3081	373	1	925–945	925–945	NUM
fis-3081	373	2	.	.	PUNCT
fis-3081	374	1	doi	doi	NOUN
fis-3081	374	2	:	:	PUNCT
fis-3081	374	3	10.1016	10.1016	NUM
fis-3081	374	4	/	/	SYM
fis-3081	374	5	s0734	s0734	NUM
fis-3081	374	6	-	-	PUNCT
fis-3081	374	7	743x(00)00012	743x(00)00012	NUM
fis-3081	374	8	-	-	PUNCT
fis-3081	374	9	9	9	NUM
fis-3081	374	10	.	.	PUNCT
fis-3081	375	1	[	[	X
fis-3081	375	2	21	21	NUM
fis-3081	375	3	]	]	X
fis-3081	375	4	malvar	malvar	NOUN
fis-3081	375	5	,	,	PUNCT
fis-3081	375	6	l.j	l.j	PROPN
fis-3081	375	7	.	.	PROPN
fis-3081	375	8	,	,	PUNCT
fis-3081	375	9	crawford	crawford	PROPN
fis-3081	375	10	,	,	PUNCT
fis-3081	375	11	j.e	j.e	PROPN
fis-3081	375	12	.	.	PROPN
fis-3081	375	13	,	,	PUNCT
fis-3081	375	14	(	(	PUNCT
fis-3081	375	15	1998	1998	NUM
fis-3081	375	16	)	)	PUNCT
fis-3081	375	17	.	.	PUNCT
fis-3081	376	1	dynamic	dynamic	ADJ
fis-3081	376	2	increase	increase	NOUN
fis-3081	376	3	factors	factor	NOUN
fis-3081	376	4	for	for	ADP
fis-3081	376	5	concrete	concrete	ADJ
fis-3081	376	6	,	,	PUNCT
fis-3081	376	7	department	department	NOUN
fis-3081	376	8	of	of	ADP
fis-3081	376	9	defense	defense	PROPN
fis-3081	376	10	explosives	explosive	NOUN
fis-3081	376	11	safety	safety	NOUN
fis-3081	376	12	seminar	seminar	NOUN
fis-3081	376	13	(	(	PUNCT
fis-3081	376	14	ddesb	ddesb	NOUN
fis-3081	376	15	)	)	PUNCT
fis-3081	376	16	,	,	PUNCT
fis-3081	376	17	orlando	orlando	PROPN
fis-3081	376	18	fl	fl	PROPN
fis-3081	376	19	,	,	PUNCT
fis-3081	376	20	usa	usa	PROPN
fis-3081	376	21	.	.	PUNCT