id	sid	tid	token	lemma	pos
fis-1300	1	1	microsoft	microsoft	PROPN
fis-1300	1	2	word	word	NOUN
fis-1300	1	3	numero_30_art_45	numero_30_art_45	PROPN
fis-1300	1	4	o.	o.	PROPN
fis-1300	1	5	sucharda	sucharda	PROPN
fis-1300	1	6	et	et	PROPN
fis-1300	1	7	alii	alii	PROPN
fis-1300	1	8	,	,	PUNCT
fis-1300	1	9	frattura	frattura	PROPN
fis-1300	1	10	ed	ed	PROPN
fis-1300	1	11	integrità	integrità	PROPN
fis-1300	1	12	strutturale	strutturale	PROPN
fis-1300	1	13	,	,	PUNCT
fis-1300	1	14	30	30	NUM
fis-1300	1	15	(	(	PUNCT
fis-1300	1	16	2014	2014	NUM
fis-1300	1	17	)	)	PUNCT
fis-1300	1	18	375	375	NUM
fis-1300	1	19	-	-	SYM
fis-1300	1	20	382	382	NUM
fis-1300	1	21	;	;	PUNCT
fis-1300	1	22	doi	doi	NOUN
fis-1300	1	23	:	:	PUNCT
fis-1300	1	24	10.3221	10.3221	NUM
fis-1300	1	25	/	/	SYM
fis-1300	1	26	igf	igf	PROPN
fis-1300	1	27	-	-	PUNCT
fis-1300	1	28	esis.30.45	esis.30.45	NOUN
fis-1300	1	29	375	375	NUM
fis-1300	1	30	focussed	focusse	VERB
fis-1300	1	31	on	on	ADP
fis-1300	1	32	:	:	PUNCT
fis-1300	1	33	fracture	fracture	ADJ
fis-1300	1	34	and	and	CCONJ
fis-1300	1	35	structural	structural	ADJ
fis-1300	1	36	integrity	integrity	NOUN
fis-1300	1	37	related	relate	VERB
fis-1300	1	38	issues	issue	NOUN
fis-1300	1	39	numerical	numerical	ADJ
fis-1300	1	40	modelling	modelling	NOUN
fis-1300	1	41	of	of	ADP
fis-1300	1	42	reinforced	reinforce	VERB
fis-1300	1	43	concrete	concrete	ADJ
fis-1300	1	44	beams	beam	NOUN
fis-1300	1	45	with	with	ADP
fis-1300	1	46	fracture	fracture	ADJ
fis-1300	1	47	-	-	PUNCT
fis-1300	1	48	plastic	plastic	NOUN
fis-1300	1	49	material	material	NOUN
fis-1300	1	50	o.	o.	NOUN
fis-1300	1	51	sucharda	sucharda	NOUN
fis-1300	1	52	,	,	PUNCT
fis-1300	1	53	j.	j.	PROPN
fis-1300	1	54	brozovsky	brozovsky	PROPN
fis-1300	1	55	vsb	vsb	PROPN
fis-1300	1	56	-	-	PROPN
fis-1300	1	57	tu	tu	PROPN
fis-1300	1	58	ostrava	ostrava	PROPN
fis-1300	1	59	,	,	PUNCT
fis-1300	1	60	faculty	faculty	NOUN
fis-1300	1	61	of	of	ADP
fis-1300	1	62	civil	civil	ADJ
fis-1300	1	63	engineering	engineering	NOUN
fis-1300	1	64	oldrich.sucharda@vsb.cz	oldrich.sucharda@vsb.cz	NOUN
fis-1300	1	65	,	,	PUNCT
fis-1300	1	66	jiri.brozovsky@vsb.cz	jiri.brozovsky@vsb.cz	PROPN
fis-1300	1	67	abstract	abstract	ADJ
fis-1300	1	68	.	.	PUNCT
fis-1300	2	1	this	this	DET
fis-1300	2	2	paper	paper	NOUN
fis-1300	2	3	describes	describe	VERB
fis-1300	2	4	the	the	DET
fis-1300	2	5	use	use	NOUN
fis-1300	2	6	of	of	ADP
fis-1300	2	7	models	model	NOUN
fis-1300	2	8	of	of	ADP
fis-1300	2	9	fracture	fracture	ADJ
fis-1300	2	10	-	-	PUNCT
fis-1300	2	11	plastic	plastic	NOUN
fis-1300	2	12	materials	material	NOUN
fis-1300	2	13	for	for	ADP
fis-1300	2	14	reinforced	reinforce	VERB
fis-1300	2	15	concrete	concrete	NOUN
fis-1300	2	16	in	in	ADP
fis-1300	2	17	numerical	numerical	ADJ
fis-1300	2	18	modelling	modelling	NOUN
fis-1300	2	19	of	of	ADP
fis-1300	2	20	beams	beam	NOUN
fis-1300	2	21	made	make	VERB
fis-1300	2	22	from	from	ADP
fis-1300	2	23	reinforced	reinforce	VERB
fis-1300	2	24	concrete	concrete	NOUN
fis-1300	2	25	.	.	PUNCT
fis-1300	3	1	the	the	DET
fis-1300	3	2	purpose	purpose	NOUN
fis-1300	3	3	of	of	ADP
fis-1300	3	4	the	the	DET
fis-1300	3	5	paper	paper	NOUN
fis-1300	3	6	is	be	AUX
fis-1300	3	7	to	to	PART
fis-1300	3	8	use	use	VERB
fis-1300	3	9	of	of	ADP
fis-1300	3	10	a	a	DET
fis-1300	3	11	model	model	NOUN
fis-1300	3	12	of	of	ADP
fis-1300	3	13	concrete	concrete	NOUN
fis-1300	3	14	for	for	ADP
fis-1300	3	15	modelling	modelling	NOUN
fis-1300	3	16	of	of	ADP
fis-1300	3	17	a	a	DET
fis-1300	3	18	behaviour	behaviour	NOUN
fis-1300	3	19	of	of	ADP
fis-1300	3	20	reinforced	reinforce	VERB
fis-1300	3	21	concrete	concrete	ADJ
fis-1300	3	22	beams	beam	NOUN
fis-1300	3	23	which	which	PRON
fis-1300	3	24	have	have	AUX
fis-1300	3	25	been	be	AUX
fis-1300	3	26	tested	test	VERB
fis-1300	3	27	at	at	ADP
fis-1300	3	28	the	the	DET
fis-1300	3	29	university	university	PROPN
fis-1300	3	30	of	of	ADP
fis-1300	3	31	toronto	toronto	PROPN
fis-1300	3	32	within	within	ADP
fis-1300	3	33	re	re	NOUN
fis-1300	3	34	-	-	NOUN
fis-1300	3	35	examination	examination	NOUN
fis-1300	3	36	of	of	ADP
fis-1300	3	37	classic	classic	ADJ
fis-1300	3	38	concrete	concrete	ADJ
fis-1300	3	39	beam	beam	NOUN
fis-1300	3	40	tests	test	NOUN
fis-1300	3	41	.	.	PUNCT
fis-1300	4	1	the	the	DET
fis-1300	4	2	original	original	ADJ
fis-1300	4	3	tests	test	NOUN
fis-1300	4	4	were	be	AUX
fis-1300	4	5	performed	perform	VERB
fis-1300	4	6	by	by	ADP
fis-1300	4	7	breslerscordelis	breslerscordelis	PROPN
fis-1300	4	8	.	.	PUNCT
fis-1300	5	1	a	a	DET
fis-1300	5	2	stochastic	stochastic	ADJ
fis-1300	5	3	modelling	modelling	NOUN
fis-1300	5	4	based	base	VERB
fis-1300	5	5	on	on	ADP
fis-1300	5	6	lhs	lhs	PROPN
fis-1300	5	7	(	(	PUNCT
fis-1300	5	8	latin	latin	ADJ
fis-1300	5	9	hypercube	hypercube	NOUN
fis-1300	5	10	sampling	sampling	NOUN
fis-1300	5	11	)	)	PUNCT
fis-1300	5	12	has	have	AUX
fis-1300	5	13	been	be	AUX
fis-1300	5	14	performed	perform	VERB
fis-1300	5	15	for	for	ADP
fis-1300	5	16	the	the	DET
fis-1300	5	17	reinforced	reinforce	VERB
fis-1300	5	18	concrete	concrete	ADJ
fis-1300	5	19	beam	beam	NOUN
fis-1300	5	20	.	.	PUNCT
fis-1300	6	1	an	an	DET
fis-1300	6	2	objective	objective	NOUN
fis-1300	6	3	of	of	ADP
fis-1300	6	4	the	the	DET
fis-1300	6	5	modelling	modelling	NOUN
fis-1300	6	6	is	be	AUX
fis-1300	6	7	to	to	PART
fis-1300	6	8	evaluate	evaluate	VERB
fis-1300	6	9	the	the	DET
fis-1300	6	10	total	total	ADJ
fis-1300	6	11	bearing	bearing	NOUN
fis-1300	6	12	capacity	capacity	NOUN
fis-1300	6	13	of	of	ADP
fis-1300	6	14	the	the	DET
fis-1300	6	15	reinforced	reinforce	VERB
fis-1300	6	16	concrete	concrete	ADJ
fis-1300	6	17	beams	beam	NOUN
fis-1300	6	18	depending	depend	VERB
fis-1300	6	19	on	on	ADP
fis-1300	6	20	distribution	distribution	NOUN
fis-1300	6	21	of	of	ADP
fis-1300	6	22	input	input	NOUN
fis-1300	6	23	data	datum	NOUN
fis-1300	6	24	.	.	PUNCT
fis-1300	7	1	the	the	DET
fis-1300	7	2	beams	beam	NOUN
fis-1300	7	3	from	from	ADP
fis-1300	7	4	the	the	DET
fis-1300	7	5	studied	study	VERB
fis-1300	7	6	set	set	NOUN
fis-1300	7	7	have	have	VERB
fis-1300	7	8	longitudinal	longitudinal	ADJ
fis-1300	7	9	reinforcement	reinforcement	NOUN
fis-1300	7	10	only	only	ADV
fis-1300	7	11	.	.	PUNCT
fis-1300	8	1	the	the	DET
fis-1300	8	2	beams	beam	NOUN
fis-1300	8	3	do	do	AUX
fis-1300	8	4	not	not	PART
fis-1300	8	5	have	have	VERB
fis-1300	8	6	any	any	DET
fis-1300	8	7	shear	shear	NOUN
fis-1300	8	8	reinforcement	reinforcement	NOUN
fis-1300	8	9	.	.	PUNCT
fis-1300	9	1	the	the	DET
fis-1300	9	2	software	software	NOUN
fis-1300	9	3	used	use	VERB
fis-1300	9	4	for	for	ADP
fis-1300	9	5	the	the	DET
fis-1300	9	6	fracture	fracture	ADJ
fis-1300	9	7	-	-	PUNCT
fis-1300	9	8	plastic	plastic	NOUN
fis-1300	9	9	model	model	NOUN
fis-1300	9	10	of	of	ADP
fis-1300	9	11	the	the	DET
fis-1300	9	12	reinforced	reinforce	VERB
fis-1300	9	13	concrete	concrete	NOUN
fis-1300	9	14	is	be	AUX
fis-1300	9	15	the	the	DET
fis-1300	9	16	atena	atena	NOUN
fis-1300	9	17	.	.	PUNCT
fis-1300	10	1	keywords	keyword	NOUN
fis-1300	10	2	.	.	PUNCT
fis-1300	11	1	concrete	concrete	ADJ
fis-1300	11	2	;	;	PUNCT
fis-1300	11	3	beam	beam	NOUN
fis-1300	11	4	;	;	PUNCT
fis-1300	11	5	bearing	bear	VERB
fis-1300	11	6	capacity	capacity	NOUN
fis-1300	11	7	;	;	PUNCT
fis-1300	11	8	reinforced	reinforce	VERB
fis-1300	11	9	;	;	PUNCT
fis-1300	11	10	non	non	ADJ
fis-1300	11	11	-	-	ADJ
fis-1300	11	12	linear	linear	ADJ
fis-1300	11	13	analysis	analysis	NOUN
fis-1300	11	14	;	;	PUNCT
fis-1300	11	15	fracture	fracture	NOUN
fis-1300	11	16	-	-	PUNCT
fis-1300	11	17	plastic	plastic	NOUN
fis-1300	11	18	.	.	PUNCT
fis-1300	12	1	introduction	introduction	NOUN
fis-1300	12	2	oncrete	oncrete	PROPN
fis-1300	12	3	ranks	rank	VERB
fis-1300	12	4	among	among	ADP
fis-1300	12	5	modern	modern	ADJ
fis-1300	12	6	building	building	NOUN
fis-1300	12	7	materials	material	NOUN
fis-1300	12	8	.	.	PUNCT
fis-1300	13	1	it	it	PRON
fis-1300	13	2	is	be	AUX
fis-1300	13	3	used	use	VERB
fis-1300	13	4	,	,	PUNCT
fis-1300	13	5	in	in	ADP
fis-1300	13	6	particular	particular	ADJ
fis-1300	13	7	,	,	PUNCT
fis-1300	13	8	in	in	ADP
fis-1300	13	9	bearing	bear	VERB
fis-1300	13	10	structures	structure	NOUN
fis-1300	13	11	in	in	ADP
fis-1300	13	12	structural	structural	ADJ
fis-1300	13	13	and	and	CCONJ
fis-1300	13	14	civil	civil	ADJ
fis-1300	13	15	engineering	engineering	NOUN
fis-1300	13	16	.	.	PUNCT
fis-1300	14	1	these	these	PRON
fis-1300	14	2	are	be	AUX
fis-1300	14	3	,	,	PUNCT
fis-1300	14	4	for	for	ADP
fis-1300	14	5	instance	instance	NOUN
fis-1300	14	6	,	,	PUNCT
fis-1300	14	7	beams	beam	NOUN
fis-1300	14	8	,	,	PUNCT
fis-1300	14	9	walls	wall	NOUN
fis-1300	14	10	,	,	PUNCT
fis-1300	14	11	slabs	slab	NOUN
fis-1300	14	12	,	,	PUNCT
fis-1300	14	13	shell	shell	ADJ
fis-1300	14	14	or	or	CCONJ
fis-1300	14	15	volume	volume	NOUN
fis-1300	14	16	enclosing	enclosing	NOUN
fis-1300	14	17	sections	section	NOUN
fis-1300	14	18	.	.	PUNCT
fis-1300	15	1	as	as	SCONJ
fis-1300	15	2	the	the	DET
fis-1300	15	3	concrete	concrete	NOUN
fis-1300	15	4	is	be	AUX
fis-1300	15	5	very	very	ADV
fis-1300	15	6	specific	specific	ADJ
fis-1300	15	7	,	,	PUNCT
fis-1300	15	8	extensive	extensive	ADJ
fis-1300	15	9	research	research	NOUN
fis-1300	15	10	has	have	AUX
fis-1300	15	11	been	be	AUX
fis-1300	15	12	carried	carry	VERB
fis-1300	15	13	out	out	ADP
fis-1300	15	14	.	.	PUNCT
fis-1300	16	1	for	for	ADP
fis-1300	16	2	instance	instance	NOUN
fis-1300	16	3	,	,	PUNCT
fis-1300	16	4	the	the	DET
fis-1300	16	5	concrete	concrete	NOUN
fis-1300	16	6	behaves	behave	VERB
fis-1300	16	7	differently	differently	ADV
fis-1300	16	8	if	if	SCONJ
fis-1300	16	9	subject	subject	ADJ
fis-1300	16	10	to	to	ADP
fis-1300	16	11	tension	tension	NOUN
fis-1300	16	12	or	or	CCONJ
fis-1300	16	13	if	if	SCONJ
fis-1300	16	14	subject	subject	ADJ
fis-1300	16	15	to	to	ADP
fis-1300	16	16	compression	compression	NOUN
fis-1300	16	17	.	.	PUNCT
fis-1300	17	1	for	for	ADP
fis-1300	17	2	this	this	DET
fis-1300	17	3	reason	reason	NOUN
fis-1300	17	4	,	,	PUNCT
fis-1300	17	5	a	a	DET
fis-1300	17	6	non	non	ADJ
fis-1300	17	7	-	-	ADJ
fis-1300	17	8	linear	linear	ADJ
fis-1300	17	9	analysis	analysis	NOUN
fis-1300	17	10	should	should	AUX
fis-1300	17	11	be	be	AUX
fis-1300	17	12	used	use	VERB
fis-1300	17	13	in	in	ADP
fis-1300	17	14	calculations	calculation	NOUN
fis-1300	17	15	.	.	PUNCT
fis-1300	18	1	more	more	ADV
fis-1300	18	2	intensive	intensive	ADJ
fis-1300	18	3	use	use	NOUN
fis-1300	18	4	of	of	ADP
fis-1300	18	5	the	the	DET
fis-1300	18	6	concrete	concrete	NOUN
fis-1300	18	7	and	and	CCONJ
fis-1300	18	8	the	the	DET
fis-1300	18	9	need	need	NOUN
fis-1300	18	10	to	to	PART
fis-1300	18	11	carry	carry	VERB
fis-1300	18	12	out	out	ADP
fis-1300	18	13	a	a	DET
fis-1300	18	14	detailed	detailed	ADJ
fis-1300	18	15	analysis	analysis	NOUN
fis-1300	18	16	have	have	AUX
fis-1300	18	17	resulted	result	VERB
fis-1300	18	18	in	in	ADP
fis-1300	18	19	availability	availability	NOUN
fis-1300	18	20	of	of	ADP
fis-1300	18	21	many	many	ADJ
fis-1300	18	22	source	source	NOUN
fis-1300	18	23	documents	document	NOUN
fis-1300	18	24	and	and	CCONJ
fis-1300	18	25	computational	computational	ADJ
fis-1300	18	26	models	model	NOUN
fis-1300	18	27	for	for	ADP
fis-1300	18	28	the	the	DET
fis-1300	18	29	concrete	concrete	NOUN
fis-1300	18	30	.	.	PUNCT
fis-1300	19	1	creation	creation	NOUN
fis-1300	19	2	of	of	ADP
fis-1300	19	3	such	such	ADJ
fis-1300	19	4	source	source	NOUN
fis-1300	19	5	documents	document	NOUN
fis-1300	19	6	have	have	AUX
fis-1300	19	7	been	be	AUX
fis-1300	19	8	among	among	ADP
fis-1300	19	9	topics	topic	NOUN
fis-1300	19	10	addressed	address	VERB
fis-1300	19	11	by	by	ADP
fis-1300	19	12	the	the	DET
fis-1300	19	13	international	international	PROPN
fis-1300	19	14	federation	federation	PROPN
fis-1300	19	15	for	for	ADP
fis-1300	19	16	structural	structural	ADJ
fis-1300	19	17	concrete	concrete	NOUN
fis-1300	19	18	(	(	PUNCT
fis-1300	19	19	ceb	ceb	NOUN
fis-1300	19	20	-	-	PUNCT
fis-1300	19	21	fib	fib	NOUN
fis-1300	19	22	)	)	PUNCT
fis-1300	19	23	which	which	PRON
fis-1300	19	24	issues	issue	VERB
fis-1300	19	25	recommendations	recommendation	NOUN
fis-1300	19	26	and	and	CCONJ
fis-1300	19	27	publications	publication	NOUN
fis-1300	19	28	that	that	PRON
fis-1300	19	29	are	be	AUX
fis-1300	19	30	regarded	regard	VERB
fis-1300	19	31	as	as	ADP
fis-1300	19	32	the	the	DET
fis-1300	19	33	starting	starting	NOUN
fis-1300	19	34	point	point	NOUN
fis-1300	19	35	for	for	ADP
fis-1300	19	36	creation	creation	NOUN
fis-1300	19	37	of	of	ADP
fis-1300	19	38	standards	standard	NOUN
fis-1300	19	39	.	.	PUNCT
fis-1300	20	1	in	in	ADP
fis-1300	20	2	european	european	ADJ
fis-1300	20	3	standards	standard	NOUN
fis-1300	20	4	,	,	PUNCT
fis-1300	20	5	the	the	DET
fis-1300	20	6	recommendations	recommendation	NOUN
fis-1300	20	7	of	of	ADP
fis-1300	20	8	model	model	NOUN
fis-1300	20	9	code	code	NOUN
fis-1300	20	10	1990	1990	NUM
fis-1300	20	11	[	[	X
fis-1300	20	12	3	3	X
fis-1300	20	13	]	]	PUNCT
fis-1300	20	14	are	be	AUX
fis-1300	20	15	taken	take	VERB
fis-1300	20	16	as	as	ADP
fis-1300	20	17	a	a	DET
fis-1300	20	18	basis	basis	NOUN
fis-1300	20	19	for	for	ADP
fis-1300	20	20	designing	design	VERB
fis-1300	20	21	of	of	ADP
fis-1300	20	22	concrete	concrete	ADJ
fis-1300	20	23	and	and	CCONJ
fis-1300	20	24	reinforced	reinforce	VERB
fis-1300	20	25	concrete	concrete	ADJ
fis-1300	20	26	structures	structure	NOUN
fis-1300	20	27	.	.	PUNCT
fis-1300	21	1	the	the	DET
fis-1300	21	2	latest	late	ADJ
fis-1300	21	3	recommendation	recommendation	NOUN
fis-1300	21	4	is	be	AUX
fis-1300	21	5	model	model	NOUN
fis-1300	21	6	code	code	NOUN
fis-1300	21	7	2010	2010	NUM
fis-1300	22	1	[	[	X
fis-1300	22	2	4	4	X
fis-1300	22	3	]	]	PUNCT
fis-1300	22	4	which	which	PRON
fis-1300	22	5	mentions	mention	VERB
fis-1300	22	6	several	several	ADJ
fis-1300	22	7	approaches	approach	NOUN
fis-1300	22	8	applicable	applicable	ADJ
fis-1300	22	9	to	to	ADP
fis-1300	22	10	the	the	DET
fis-1300	22	11	nonlinear	nonlinear	ADJ
fis-1300	22	12	analysis	analysis	NOUN
fis-1300	22	13	.	.	PUNCT
fis-1300	23	1	this	this	DET
fis-1300	23	2	paper	paper	NOUN
fis-1300	23	3	aims	aim	VERB
fis-1300	23	4	at	at	ADP
fis-1300	23	5	validating	validate	VERB
fis-1300	23	6	the	the	DET
fis-1300	23	7	use	use	NOUN
fis-1300	23	8	of	of	ADP
fis-1300	23	9	one	one	NUM
fis-1300	23	10	of	of	ADP
fis-1300	23	11	such	such	ADJ
fis-1300	23	12	approaches	approach	NOUN
fis-1300	23	13	to	to	ADP
fis-1300	23	14	the	the	DET
fis-1300	23	15	non	non	ADJ
fis-1300	23	16	-	-	ADJ
fis-1300	23	17	linear	linear	ADJ
fis-1300	23	18	analysis	analysis	NOUN
fis-1300	23	19	.	.	PUNCT
fis-1300	24	1	because	because	SCONJ
fis-1300	24	2	the	the	DET
fis-1300	24	3	design	design	NOUN
fis-1300	24	4	standards	standard	NOUN
fis-1300	24	5	require	require	VERB
fis-1300	24	6	that	that	SCONJ
fis-1300	24	7	uncertainty	uncertainty	NOUN
fis-1300	24	8	should	should	AUX
fis-1300	24	9	be	be	AUX
fis-1300	24	10	considered	consider	VERB
fis-1300	24	11	in	in	ADP
fis-1300	24	12	input	input	NOUN
fis-1300	24	13	data	datum	NOUN
fis-1300	24	14	,	,	PUNCT
fis-1300	24	15	the	the	DET
fis-1300	24	16	non	non	ADJ
fis-1300	24	17	-	-	ADJ
fis-1300	24	18	linear	linear	ADJ
fis-1300	24	19	analysis	analysis	NOUN
fis-1300	24	20	is	be	AUX
fis-1300	24	21	supported	support	VERB
fis-1300	24	22	by	by	ADP
fis-1300	24	23	the	the	DET
fis-1300	24	24	stochastic	stochastic	ADJ
fis-1300	24	25	modelling	modelling	NOUN
fis-1300	24	26	which	which	PRON
fis-1300	24	27	makes	make	VERB
fis-1300	24	28	it	it	PRON
fis-1300	24	29	possible	possible	ADJ
fis-1300	24	30	to	to	PART
fis-1300	24	31	describe	describe	VERB
fis-1300	24	32	better	well	ADV
fis-1300	24	33	the	the	DET
fis-1300	24	34	real	real	ADJ
fis-1300	24	35	behaviour	behaviour	NOUN
fis-1300	24	36	and	and	CCONJ
fis-1300	24	37	bearing	bear	VERB
fis-1300	24	38	capacity	capacity	NOUN
fis-1300	24	39	of	of	ADP
fis-1300	24	40	the	the	DET
fis-1300	24	41	structure	structure	NOUN
fis-1300	24	42	.	.	PUNCT
fis-1300	25	1	c	c	PROPN
fis-1300	25	2	o.	o.	PROPN
fis-1300	25	3	sucharda	sucharda	PROPN
fis-1300	25	4	et	et	PROPN
fis-1300	25	5	alii	alii	PROPN
fis-1300	25	6	,	,	PUNCT
fis-1300	25	7	frattura	frattura	PROPN
fis-1300	25	8	ed	ed	PROPN
fis-1300	25	9	integrità	integrità	PROPN
fis-1300	25	10	strutturale	strutturale	PROPN
fis-1300	25	11	,	,	PUNCT
fis-1300	25	12	30	30	NUM
fis-1300	25	13	(	(	PUNCT
fis-1300	25	14	2014	2014	NUM
fis-1300	25	15	)	)	PUNCT
fis-1300	25	16	375	375	NUM
fis-1300	25	17	-	-	SYM
fis-1300	25	18	382	382	NUM
fis-1300	25	19	;	;	PUNCT
fis-1300	25	20	doi	doi	NOUN
fis-1300	25	21	:	:	PUNCT
fis-1300	25	22	10.3221	10.3221	NUM
fis-1300	25	23	/	/	SYM
fis-1300	25	24	igf	igf	PROPN
fis-1300	25	25	-	-	PUNCT
fis-1300	25	26	esis.30.45	esis.30.45	NOUN
fis-1300	25	27	376	376	NUM
fis-1300	25	28	material	material	NOUN
fis-1300	25	29	models	model	NOUN
fis-1300	25	30	of	of	ADP
fis-1300	25	31	the	the	DET
fis-1300	25	32	concrete	concrete	ADJ
fis-1300	26	1	n	n	DET
fis-1300	26	2	order	order	NOUN
fis-1300	26	3	to	to	PART
fis-1300	26	4	choose	choose	VERB
fis-1300	26	5	the	the	DET
fis-1300	26	6	model	model	NOUN
fis-1300	26	7	of	of	ADP
fis-1300	26	8	the	the	DET
fis-1300	26	9	concrete	concrete	NOUN
fis-1300	26	10	correctly	correctly	ADV
fis-1300	26	11	,	,	PUNCT
fis-1300	26	12	it	it	PRON
fis-1300	26	13	is	be	AUX
fis-1300	26	14	necessary	necessary	ADJ
fis-1300	26	15	to	to	PART
fis-1300	26	16	consider	consider	VERB
fis-1300	26	17	the	the	DET
fis-1300	26	18	purpose	purpose	NOUN
fis-1300	26	19	and	and	CCONJ
fis-1300	26	20	area	area	NOUN
fis-1300	26	21	where	where	SCONJ
fis-1300	26	22	the	the	DET
fis-1300	26	23	concrete	concrete	NOUN
fis-1300	26	24	should	should	AUX
fis-1300	26	25	be	be	AUX
fis-1300	26	26	used	use	VERB
fis-1300	26	27	because	because	SCONJ
fis-1300	26	28	the	the	DET
fis-1300	26	29	concrete	concrete	ADJ
fis-1300	26	30	models	model	NOUN
fis-1300	26	31	require	require	VERB
fis-1300	26	32	different	different	ADJ
fis-1300	26	33	data	datum	NOUN
fis-1300	26	34	and	and	CCONJ
fis-1300	26	35	accuracies	accuracy	NOUN
fis-1300	26	36	of	of	ADP
fis-1300	26	37	the	the	DET
fis-1300	26	38	models	model	NOUN
fis-1300	26	39	are	be	AUX
fis-1300	26	40	different	different	ADJ
fis-1300	26	41	.	.	PUNCT
fis-1300	27	1	this	this	PRON
fis-1300	27	2	is	be	AUX
fis-1300	27	3	,	,	PUNCT
fis-1300	27	4	for	for	ADP
fis-1300	27	5	instance	instance	NOUN
fis-1300	27	6	,	,	PUNCT
fis-1300	27	7	the	the	DET
fis-1300	27	8	case	case	NOUN
fis-1300	27	9	of	of	ADP
fis-1300	27	10	details	detail	NOUN
fis-1300	27	11	in	in	ADP
fis-1300	27	12	the	the	DET
fis-1300	27	13	computational	computational	ADJ
fis-1300	27	14	model	model	NOUN
fis-1300	27	15	.	.	PUNCT
fis-1300	28	1	in	in	ADP
fis-1300	28	2	most	most	ADJ
fis-1300	28	3	of	of	ADP
fis-1300	28	4	advanced	advanced	ADJ
fis-1300	28	5	models	model	NOUN
fis-1300	28	6	the	the	DET
fis-1300	28	7	following	follow	VERB
fis-1300	28	8	is	be	AUX
fis-1300	28	9	true	true	ADJ
fis-1300	28	10	:	:	PUNCT
fis-1300	28	11	the	the	DET
fis-1300	28	12	more	more	ADV
fis-1300	28	13	precise	precise	ADJ
fis-1300	28	14	is	be	AUX
fis-1300	28	15	the	the	DET
fis-1300	28	16	model	model	NOUN
fis-1300	28	17	,	,	PUNCT
fis-1300	28	18	the	the	DET
fis-1300	28	19	higher	high	ADJ
fis-1300	28	20	are	be	AUX
fis-1300	28	21	the	the	DET
fis-1300	28	22	demands	demand	NOUN
fis-1300	28	23	in	in	ADP
fis-1300	28	24	terms	term	NOUN
fis-1300	28	25	of	of	ADP
fis-1300	28	26	quantity	quantity	NOUN
fis-1300	28	27	and	and	CCONJ
fis-1300	28	28	quality	quality	NOUN
fis-1300	28	29	of	of	ADP
fis-1300	28	30	the	the	DET
fis-1300	28	31	complex	complex	ADJ
fis-1300	28	32	data	datum	NOUN
fis-1300	28	33	,	,	PUNCT
fis-1300	28	34	this	this	DET
fis-1300	28	35	making	making	NOUN
fis-1300	28	36	,	,	PUNCT
fis-1300	28	37	in	in	ADP
fis-1300	28	38	turn	turn	NOUN
fis-1300	28	39	,	,	PUNCT
fis-1300	28	40	the	the	DET
fis-1300	28	41	computational	computational	ADJ
fis-1300	28	42	process	process	NOUN
fis-1300	28	43	more	more	ADV
fis-1300	28	44	demanding	demanding	ADJ
fis-1300	28	45	.	.	PUNCT
fis-1300	29	1	a	a	DET
fis-1300	29	2	non	non	ADJ
fis-1300	29	3	-	-	ADJ
fis-1300	29	4	linear	linear	ADJ
fis-1300	29	5	analysis	analysis	NOUN
fis-1300	29	6	of	of	ADP
fis-1300	29	7	the	the	DET
fis-1300	29	8	concrete	concrete	ADJ
fis-1300	29	9	and	and	CCONJ
fis-1300	29	10	reinforced	reinforce	VERB
fis-1300	29	11	concrete	concrete	ADJ
fis-1300	29	12	structures	structure	NOUN
fis-1300	29	13	is	be	AUX
fis-1300	29	14	often	often	ADV
fis-1300	29	15	combined	combine	VERB
fis-1300	29	16	with	with	ADP
fis-1300	29	17	other	other	ADJ
fis-1300	29	18	types	type	NOUN
fis-1300	29	19	of	of	ADP
fis-1300	29	20	the	the	DET
fis-1300	29	21	task	task	NOUN
fis-1300	29	22	.	.	PUNCT
fis-1300	30	1	such	such	ADJ
fis-1300	30	2	tasks	task	NOUN
fis-1300	30	3	could	could	AUX
fis-1300	30	4	,	,	PUNCT
fis-1300	30	5	for	for	ADP
fis-1300	30	6	instance	instance	NOUN
fis-1300	30	7	,	,	PUNCT
fis-1300	30	8	simulate	simulate	VERB
fis-1300	30	9	dynamic	dynamic	ADJ
fis-1300	30	10	loads	load	NOUN
fis-1300	30	11	or	or	CCONJ
fis-1300	30	12	earthquakes	earthquake	NOUN
fis-1300	30	13	[	[	X
fis-1300	30	14	14	14	NUM
fis-1300	30	15	]	]	PUNCT
fis-1300	30	16	.	.	PUNCT
fis-1300	31	1	constitutive	constitutive	ADJ
fis-1300	31	2	models	model	NOUN
fis-1300	31	3	of	of	ADP
fis-1300	31	4	the	the	DET
fis-1300	31	5	concrete	concrete	NOUN
fis-1300	31	6	are	be	AUX
fis-1300	31	7	implemented	implement	VERB
fis-1300	31	8	in	in	ADP
fis-1300	31	9	several	several	ADJ
fis-1300	31	10	software	software	NOUN
fis-1300	31	11	applications	application	NOUN
fis-1300	31	12	[	[	X
fis-1300	31	13	10	10	NUM
fis-1300	31	14	]	]	PUNCT
fis-1300	31	15	,	,	PUNCT
fis-1300	31	16	[	[	X
fis-1300	31	17	18	18	NUM
fis-1300	31	18	]	]	PUNCT
fis-1300	31	19	and	and	CCONJ
fis-1300	31	20	[	[	X
fis-1300	31	21	21	21	NUM
fis-1300	31	22	]	]	PUNCT
fis-1300	31	23	.	.	PUNCT
fis-1300	32	1	[	[	X
fis-1300	32	2	1	1	X
fis-1300	32	3	]	]	PUNCT
fis-1300	32	4	and	and	CCONJ
fis-1300	32	5	[	[	X
fis-1300	32	6	21	21	NUM
fis-1300	32	7	]	]	PUNCT
fis-1300	32	8	deal	deal	NOUN
fis-1300	32	9	also	also	ADV
fis-1300	32	10	with	with	ADP
fis-1300	32	11	the	the	DET
fis-1300	32	12	modelling	modelling	NOUN
fis-1300	32	13	and	and	CCONJ
fis-1300	32	14	analysing	analysing	NOUN
fis-1300	32	15	of	of	ADP
fis-1300	32	16	the	the	DET
fis-1300	32	17	concrete	concrete	ADJ
fis-1300	32	18	structures	structure	NOUN
fis-1300	32	19	they	they	PRON
fis-1300	32	20	describe	describe	VERB
fis-1300	32	21	possible	possible	ADJ
fis-1300	32	22	approaches	approach	NOUN
fis-1300	32	23	to	to	ADP
fis-1300	32	24	the	the	DET
fis-1300	32	25	behaviour	behaviour	NOUN
fis-1300	32	26	of	of	ADP
fis-1300	32	27	concrete	concrete	ADJ
fis-1300	32	28	elements	element	NOUN
fis-1300	32	29	and	and	CCONJ
fis-1300	32	30	concrete	concrete	ADJ
fis-1300	32	31	models	model	NOUN
fis-1300	32	32	.	.	PUNCT
fis-1300	33	1	[	[	X
fis-1300	33	2	5	5	NUM
fis-1300	33	3	]	]	PUNCT
fis-1300	33	4	and	and	CCONJ
fis-1300	33	5	[	[	X
fis-1300	33	6	22	22	NUM
fis-1300	33	7	]	]	PUNCT
fis-1300	33	8	provide	provide	VERB
fis-1300	33	9	a	a	DET
fis-1300	33	10	good	good	ADJ
fis-1300	33	11	summary	summary	NOUN
fis-1300	33	12	of	of	ADP
fis-1300	33	13	the	the	DET
fis-1300	33	14	topic	topic	NOUN
fis-1300	33	15	under	under	ADP
fis-1300	33	16	study	study	NOUN
fis-1300	33	17	.	.	PUNCT
fis-1300	34	1	one	one	NUM
fis-1300	34	2	of	of	ADP
fis-1300	34	3	advanced	advanced	ADJ
fis-1300	34	4	models	model	NOUN
fis-1300	34	5	fracture	fracture	VERB
fis-1300	34	6	plastic	plastic	NOUN
fis-1300	34	7	material	material	NOUN
fis-1300	34	8	[	[	X
fis-1300	34	9	9	9	NUM
fis-1300	34	10	]	]	PUNCT
fis-1300	34	11	in	in	ADP
fis-1300	34	12	atena	atena	NOUN
fis-1300	35	1	[	[	X
fis-1300	35	2	6	6	NUM
fis-1300	35	3	]	]	PUNCT
fis-1300	35	4	has	have	AUX
fis-1300	35	5	been	be	AUX
fis-1300	35	6	chosen	choose	VERB
fis-1300	35	7	for	for	ADP
fis-1300	35	8	numerical	numerical	ADJ
fis-1300	35	9	modelling	modelling	NOUN
fis-1300	35	10	of	of	ADP
fis-1300	35	11	the	the	DET
fis-1300	35	12	behaviour	behaviour	NOUN
fis-1300	35	13	of	of	ADP
fis-1300	35	14	the	the	DET
fis-1300	35	15	reinforced	reinforce	VERB
fis-1300	35	16	concrete	concrete	ADJ
fis-1300	35	17	beam	beam	NOUN
fis-1300	35	18	.	.	PUNCT
fis-1300	36	1	a	a	DET
fis-1300	36	2	predecessor	predecessor	NOUN
fis-1300	36	3	of	of	ADP
fis-1300	36	4	this	this	DET
fis-1300	36	5	concrete	concrete	ADJ
fis-1300	36	6	model	model	NOUN
fis-1300	36	7	is	be	AUX
fis-1300	36	8	sbeta	sbeta	ADJ
fis-1300	36	9	which	which	PRON
fis-1300	36	10	is	be	AUX
fis-1300	36	11	among	among	ADP
fis-1300	36	12	widely	widely	ADV
fis-1300	36	13	-	-	PUNCT
fis-1300	36	14	used	use	VERB
fis-1300	36	15	models	model	NOUN
fis-1300	36	16	.	.	PUNCT
fis-1300	37	1	the	the	DET
fis-1300	37	2	numerical	numerical	ADJ
fis-1300	37	3	analysis	analysis	NOUN
fis-1300	37	4	of	of	ADP
fis-1300	37	5	stress	stress	NOUN
fis-1300	37	6	and	and	CCONJ
fis-1300	37	7	deformation	deformation	NOUN
fis-1300	37	8	in	in	ADP
fis-1300	37	9	concrete	concrete	ADJ
fis-1300	37	10	structures	structure	NOUN
fis-1300	37	11	uses	use	VERB
fis-1300	37	12	the	the	DET
fis-1300	37	13	finite	finite	ADJ
fis-1300	37	14	element	element	NOUN
fis-1300	37	15	method	method	NOUN
fis-1300	37	16	[	[	X
fis-1300	37	17	20	20	NUM
fis-1300	37	18	]	]	PUNCT
fis-1300	37	19	.	.	PUNCT
fis-1300	38	1	stochastic	stochastic	ADJ
fis-1300	38	2	modelling	modelling	NOUN
fis-1300	38	3	n	n	PROPN
fis-1300	38	4	numerical	numerical	ADJ
fis-1300	38	5	analyses	analysis	NOUN
fis-1300	38	6	it	it	PRON
fis-1300	38	7	is	be	AUX
fis-1300	38	8	recommended	recommend	VERB
fis-1300	38	9	to	to	PART
fis-1300	38	10	consider	consider	VERB
fis-1300	38	11	,	,	PUNCT
fis-1300	38	12	in	in	ADP
fis-1300	38	13	some	some	DET
fis-1300	38	14	cases	case	NOUN
fis-1300	38	15	,	,	PUNCT
fis-1300	38	16	the	the	DET
fis-1300	38	17	random	random	ADJ
fis-1300	38	18	character	character	NOUN
fis-1300	38	19	of	of	ADP
fis-1300	38	20	input	input	NOUN
fis-1300	38	21	data	datum	NOUN
fis-1300	38	22	.	.	PUNCT
fis-1300	39	1	the	the	DET
fis-1300	39	2	most	most	ADV
fis-1300	39	3	common	common	ADJ
fis-1300	39	4	random	random	ADJ
fis-1300	39	5	inputs	input	NOUN
fis-1300	39	6	are	be	AUX
fis-1300	39	7	material	material	NOUN
fis-1300	39	8	properties	property	NOUN
fis-1300	39	9	of	of	ADP
fis-1300	39	10	the	the	DET
fis-1300	39	11	concrete	concrete	NOUN
fis-1300	39	12	.	.	PUNCT
fis-1300	40	1	this	this	PRON
fis-1300	40	2	is	be	AUX
fis-1300	40	3	,	,	PUNCT
fis-1300	40	4	for	for	ADP
fis-1300	40	5	instance	instance	NOUN
fis-1300	40	6	,	,	PUNCT
fis-1300	40	7	the	the	DET
fis-1300	40	8	compression	compression	NOUN
fis-1300	40	9	strength	strength	NOUN
fis-1300	40	10	,	,	PUNCT
fis-1300	40	11	tensile	tensile	NOUN
fis-1300	40	12	strength	strength	NOUN
fis-1300	40	13	or	or	CCONJ
fis-1300	40	14	modulus	modulus	NOUN
fis-1300	40	15	of	of	ADP
fis-1300	40	16	elasticity	elasticity	NOUN
fis-1300	40	17	of	of	ADP
fis-1300	40	18	the	the	DET
fis-1300	40	19	concrete	concrete	NOUN
fis-1300	40	20	.	.	PUNCT
fis-1300	41	1	in	in	ADP
fis-1300	41	2	those	those	DET
fis-1300	41	3	cases	case	NOUN
fis-1300	41	4	,	,	PUNCT
fis-1300	41	5	it	it	PRON
fis-1300	41	6	is	be	AUX
fis-1300	41	7	possible	possible	ADJ
fis-1300	41	8	to	to	PART
fis-1300	41	9	use	use	VERB
fis-1300	41	10	the	the	DET
fis-1300	41	11	stochastic	stochastic	ADJ
fis-1300	41	12	modelling	modelling	NOUN
fis-1300	41	13	.	.	PUNCT
fis-1300	42	1	responses	response	NOUN
fis-1300	42	2	of	of	ADP
fis-1300	42	3	the	the	DET
fis-1300	42	4	structure	structure	NOUN
fis-1300	42	5	are	be	AUX
fis-1300	42	6	calculated	calculate	VERB
fis-1300	42	7	for	for	ADP
fis-1300	42	8	individual	individual	ADJ
fis-1300	42	9	sets	set	NOUN
fis-1300	42	10	of	of	ADP
fis-1300	42	11	stochastic	stochastic	ADJ
fis-1300	42	12	input	input	NOUN
fis-1300	42	13	parameters	parameter	NOUN
fis-1300	42	14	which	which	PRON
fis-1300	42	15	describe	describe	VERB
fis-1300	42	16	uncertainty	uncertainty	NOUN
fis-1300	42	17	of	of	ADP
fis-1300	42	18	input	input	NOUN
fis-1300	42	19	data	datum	NOUN
fis-1300	42	20	[	[	X
fis-1300	42	21	7	7	X
fis-1300	42	22	]	]	PUNCT
fis-1300	42	23	and	and	CCONJ
fis-1300	42	24	[	[	X
fis-1300	42	25	8	8	NUM
fis-1300	42	26	]	]	PUNCT
fis-1300	42	27	.	.	PUNCT
fis-1300	43	1	the	the	DET
fis-1300	43	2	input	input	NOUN
fis-1300	43	3	values	value	NOUN
fis-1300	43	4	should	should	AUX
fis-1300	43	5	be	be	AUX
fis-1300	43	6	properly	properly	ADV
fis-1300	43	7	described	describe	VERB
fis-1300	43	8	,	,	PUNCT
fis-1300	43	9	e.g.	e.g.	ADV
fis-1300	43	10	with	with	ADP
fis-1300	43	11	a	a	DET
fis-1300	43	12	mean	mean	ADJ
fis-1300	43	13	value	value	NOUN
fis-1300	43	14	,	,	PUNCT
fis-1300	43	15	standard	standard	ADJ
fis-1300	43	16	deviation	deviation	NOUN
fis-1300	43	17	,	,	PUNCT
fis-1300	43	18	or	or	CCONJ
fis-1300	43	19	type	type	NOUN
fis-1300	43	20	of	of	ADP
fis-1300	43	21	distribution	distribution	NOUN
fis-1300	43	22	.	.	PUNCT
fis-1300	44	1	the	the	DET
fis-1300	44	2	analysis	analysis	NOUN
fis-1300	44	3	output	output	NOUN
fis-1300	44	4	are	be	AUX
fis-1300	44	5	processed	process	VERB
fis-1300	44	6	typically	typically	ADV
fis-1300	44	7	in	in	ADP
fis-1300	44	8	histograms	histogram	NOUN
fis-1300	44	9	.	.	PUNCT
fis-1300	45	1	stochastic	stochastic	ADJ
fis-1300	45	2	modelling	modelling	NOUN
fis-1300	45	3	is	be	AUX
fis-1300	45	4	performed	perform	VERB
fis-1300	45	5	in	in	ADP
fis-1300	45	6	freet	freet	NOUN
fis-1300	45	7	[	[	X
fis-1300	45	8	17	17	NUM
fis-1300	45	9	]	]	PUNCT
fis-1300	45	10	which	which	PRON
fis-1300	45	11	is	be	AUX
fis-1300	45	12	a	a	DET
fis-1300	45	13	lhs	lhs	PROPN
fis-1300	45	14	software	software	NOUN
fis-1300	45	15	application	application	NOUN
fis-1300	45	16	.	.	PUNCT
fis-1300	46	1	lhs	lhs	PROPN
fis-1300	46	2	(	(	PUNCT
fis-1300	46	3	latin	latin	ADJ
fis-1300	46	4	hypercube	hypercube	NOUN
fis-1300	46	5	sampling	sampling	NOUN
fis-1300	46	6	)	)	PUNCT
fis-1300	46	7	and	and	CCONJ
fis-1300	46	8	possible	possible	ADJ
fis-1300	46	9	use	use	NOUN
fis-1300	46	10	are	be	AUX
fis-1300	46	11	described	describe	VERB
fis-1300	46	12	in	in	ADP
fis-1300	46	13	an	an	DET
fis-1300	46	14	theoretical	theoretical	ADJ
fis-1300	46	15	manual	manual	NOUN
fis-1300	46	16	[	[	X
fis-1300	46	17	7	7	NUM
fis-1300	46	18	]	]	PUNCT
fis-1300	46	19	and	and	CCONJ
fis-1300	46	20	user	user	NOUN
fis-1300	46	21	manual	manual	NOUN
fis-1300	47	1	[	[	X
fis-1300	47	2	8	8	NUM
fis-1300	47	3	]	]	PUNCT
fis-1300	47	4	.	.	PUNCT
fis-1300	48	1	freet	freet	PROPN
fis-1300	48	2	is	be	AUX
fis-1300	48	3	compatible	compatible	ADJ
fis-1300	48	4	with	with	ADP
fis-1300	48	5	atena	atena	NOUN
fis-1300	48	6	.	.	PUNCT
fis-1300	49	1	the	the	DET
fis-1300	49	2	both	both	DET
fis-1300	49	3	software	software	NOUN
fis-1300	49	4	applications	application	NOUN
fis-1300	49	5	are	be	AUX
fis-1300	49	6	supplied	supply	VERB
fis-1300	49	7	together	together	ADV
fis-1300	49	8	as	as	ADP
fis-1300	49	9	sara	sara	PROPN
fis-1300	49	10	.	.	PUNCT
fis-1300	50	1	when	when	SCONJ
fis-1300	50	2	selecting	select	VERB
fis-1300	50	3	the	the	DET
fis-1300	50	4	random	random	ADJ
fis-1300	50	5	variables	variable	NOUN
fis-1300	50	6	,	,	PUNCT
fis-1300	50	7	it	it	PRON
fis-1300	50	8	is	be	AUX
fis-1300	50	9	recommended	recommend	VERB
fis-1300	50	10	to	to	PART
fis-1300	50	11	follow	follow	VERB
fis-1300	50	12	jcss	jcss	PROPN
fis-1300	51	1	[	[	X
fis-1300	51	2	12	12	NUM
fis-1300	51	3	]	]	PUNCT
fis-1300	51	4	and	and	CCONJ
fis-1300	51	5	iso	iso	NOUN
fis-1300	51	6	[	[	X
fis-1300	51	7	11	11	NUM
fis-1300	51	8	]	]	PUNCT
fis-1300	51	9	and	and	CCONJ
fis-1300	51	10	use	use	VERB
fis-1300	51	11	a	a	DET
fis-1300	51	12	correlation	correlation	NOUN
fis-1300	51	13	matrix	matrix	NOUN
fis-1300	51	14	.	.	PUNCT
fis-1300	52	1	the	the	DET
fis-1300	52	2	number	number	NOUN
fis-1300	52	3	of	of	ADP
fis-1300	52	4	simulations	simulation	NOUN
fis-1300	52	5	depends	depend	VERB
fis-1300	52	6	on	on	ADP
fis-1300	52	7	complexity	complexity	NOUN
fis-1300	52	8	of	of	ADP
fis-1300	52	9	the	the	DET
fis-1300	52	10	task	task	NOUN
fis-1300	52	11	.	.	PUNCT
fis-1300	53	1	typically	typically	ADV
fis-1300	53	2	,	,	PUNCT
fis-1300	53	3	it	it	PRON
fis-1300	53	4	takes	take	VERB
fis-1300	53	5	tens	ten	NOUN
fis-1300	53	6	of	of	ADP
fis-1300	53	7	hours	hour	NOUN
fis-1300	53	8	to	to	PART
fis-1300	53	9	calculate	calculate	VERB
fis-1300	53	10	the	the	DET
fis-1300	53	11	task	task	NOUN
fis-1300	53	12	.	.	PUNCT
fis-1300	54	1	experiments	experiment	VERB
fis-1300	54	2	ore	ore	NOUN
fis-1300	54	3	than	than	ADP
fis-1300	54	4	sixty	sixty	NUM
fis-1300	54	5	years	year	NOUN
fis-1300	54	6	ago	ago	ADV
fis-1300	54	7	one	one	NUM
fis-1300	54	8	of	of	ADP
fis-1300	54	9	the	the	DET
fis-1300	54	10	first	first	ADJ
fis-1300	54	11	important	important	ADJ
fis-1300	54	12	scientific	scientific	ADJ
fis-1300	54	13	work	work	NOUN
fis-1300	54	14	focused	focus	VERB
fis-1300	54	15	on	on	ADP
fis-1300	54	16	the	the	DET
fis-1300	54	17	concrete	concrete	NOUN
fis-1300	54	18	appeared	appear	VERB
fis-1300	54	19	.	.	PUNCT
fis-1300	55	1	the	the	DET
fis-1300	55	2	authors	author	NOUN
fis-1300	55	3	was	be	AUX
fis-1300	55	4	bresler	bresler	NOUN
fis-1300	55	5	-	-	PUNCT
fis-1300	55	6	scordelis	scordelis	NOUN
fis-1300	55	7	[	[	X
fis-1300	55	8	2	2	NUM
fis-1300	55	9	]	]	PUNCT
fis-1300	55	10	and	and	CCONJ
fis-1300	55	11	his	his	PRON
fis-1300	55	12	works	work	NOUN
fis-1300	55	13	has	have	AUX
fis-1300	55	14	been	be	AUX
fis-1300	55	15	supported	support	VERB
fis-1300	55	16	by	by	ADP
fis-1300	55	17	several	several	ADJ
fis-1300	55	18	experiments	experiment	NOUN
fis-1300	55	19	which	which	PRON
fis-1300	55	20	have	have	AUX
fis-1300	55	21	been	be	AUX
fis-1300	55	22	properly	properly	ADV
fis-1300	55	23	documented	document	VERB
fis-1300	55	24	.	.	PUNCT
fis-1300	56	1	these	these	PRON
fis-1300	56	2	were	be	AUX
fis-1300	56	3	three	three	NUM
fis-1300	56	4	-	-	PUNCT
fis-1300	56	5	point	point	NOUN
fis-1300	56	6	bending	bend	VERB
fis-1300	56	7	tests	test	NOUN
fis-1300	56	8	of	of	ADP
fis-1300	56	9	the	the	DET
fis-1300	56	10	reinforced	reinforce	VERB
fis-1300	56	11	concrete	concrete	ADJ
fis-1300	56	12	beams	beam	NOUN
fis-1300	56	13	.	.	PUNCT
fis-1300	57	1	the	the	DET
fis-1300	57	2	beam	beam	PROPN
fis-1300	57	3	span	span	NOUN
fis-1300	57	4	and	and	CCONJ
fis-1300	57	5	reinforcement	reinforcement	NOUN
fis-1300	57	6	were	be	AUX
fis-1300	57	7	different	different	ADJ
fis-1300	57	8	.	.	PUNCT
fis-1300	58	1	the	the	DET
fis-1300	58	2	work	work	NOUN
fis-1300	58	3	dealt	deal	VERB
fis-1300	58	4	with	with	ADP
fis-1300	58	5	shear	shear	NOUN
fis-1300	58	6	failures	failure	NOUN
fis-1300	58	7	and	and	CCONJ
fis-1300	58	8	total	total	ADJ
fis-1300	58	9	bearing	bearing	NOUN
fis-1300	58	10	capacity	capacity	NOUN
fis-1300	58	11	of	of	ADP
fis-1300	58	12	the	the	DET
fis-1300	58	13	beams	beam	NOUN
fis-1300	58	14	.	.	PUNCT
fis-1300	59	1	the	the	DET
fis-1300	59	2	tests	test	NOUN
fis-1300	59	3	were	be	AUX
fis-1300	59	4	used	use	VERB
fis-1300	59	5	later	later	ADV
fis-1300	59	6	for	for	ADP
fis-1300	59	7	validation	validation	NOUN
fis-1300	59	8	of	of	ADP
fis-1300	59	9	several	several	ADJ
fis-1300	59	10	papers	paper	NOUN
fis-1300	59	11	and	and	CCONJ
fis-1300	59	12	recommendations	recommendation	NOUN
fis-1300	59	13	.	.	PUNCT
fis-1300	60	1	twelve	twelve	NUM
fis-1300	60	2	beams	beam	NOUN
fis-1300	60	3	in	in	ADP
fis-1300	60	4	four	four	NUM
fis-1300	60	5	series	series	NOUN
fis-1300	60	6	were	be	AUX
fis-1300	60	7	tested	test	VERB
fis-1300	60	8	.	.	PUNCT
fis-1300	61	1	each	each	DET
fis-1300	61	2	series	series	NOUN
fis-1300	61	3	had	have	VERB
fis-1300	61	4	a	a	DET
fis-1300	61	5	specific	specific	ADJ
fis-1300	61	6	reinforcement	reinforcement	NOUN
fis-1300	61	7	and	and	CCONJ
fis-1300	61	8	span	span	NOUN
fis-1300	61	9	.	.	PUNCT
fis-1300	62	1	the	the	DET
fis-1300	62	2	shape	shape	NOUN
fis-1300	62	3	was	be	AUX
fis-1300	62	4	rectangular	rectangular	ADJ
fis-1300	62	5	.	.	PUNCT
fis-1300	63	1	the	the	DET
fis-1300	63	2	basic	basic	ADJ
fis-1300	63	3	length	length	NOUN
fis-1300	63	4	of	of	ADP
fis-1300	63	5	the	the	DET
fis-1300	63	6	beam	beam	NOUN
fis-1300	63	7	was	be	AUX
fis-1300	63	8	3.66	3.66	NUM
fis-1300	63	9	,	,	PUNCT
fis-1300	63	10	4.57	4.57	NUM
fis-1300	63	11	or	or	CCONJ
fis-1300	63	12	6.4	6.4	NUM
fis-1300	63	13	mm	mm	NOUN
fis-1300	63	14	.	.	PUNCT
fis-1300	64	1	each	each	DET
fis-1300	64	2	beam	beam	NOUN
fis-1300	64	3	was	be	AUX
fis-1300	64	4	ca	ca	NOUN
fis-1300	64	5	.	.	PUNCT
fis-1300	65	1	552	552	NUM
fis-1300	65	2	mm	mm	NUM
fis-1300	65	3	long	long	ADJ
fis-1300	65	4	.	.	PUNCT
fis-1300	66	1	fig	fig	NOUN
fis-1300	66	2	.	.	PUNCT
fis-1300	67	1	1	1	NUM
fis-1300	67	2	shows	show	VERB
fis-1300	67	3	principles	principle	NOUN
fis-1300	67	4	of	of	ADP
fis-1300	67	5	the	the	DET
fis-1300	67	6	experiment	experiment	NOUN
fis-1300	67	7	.	.	PUNCT
fis-1300	68	1	more	more	ADJ
fis-1300	68	2	details	detail	NOUN
fis-1300	68	3	about	about	ADP
fis-1300	68	4	the	the	DET
fis-1300	68	5	test	test	NOUN
fis-1300	68	6	and	and	CCONJ
fis-1300	68	7	numerical	numerical	ADJ
fis-1300	68	8	calculations	calculation	NOUN
fis-1300	68	9	are	be	AUX
fis-1300	68	10	provided	provide	VERB
fis-1300	68	11	in	in	ADP
fis-1300	68	12	[	[	X
fis-1300	68	13	2	2	NUM
fis-1300	68	14	]	]	PUNCT
fis-1300	68	15	.	.	PUNCT
fis-1300	69	1	figure	figure	NOUN
fis-1300	69	2	1	1	NUM
fis-1300	69	3	:	:	PUNCT
fis-1300	69	4	scheme	scheme	NOUN
fis-1300	69	5	of	of	ADP
fis-1300	69	6	the	the	DET
fis-1300	69	7	experiment	experiment	NOUN
fis-1300	69	8	.	.	PUNCT
fis-1300	70	1	i	i	PRON
fis-1300	71	1	i	i	PRON
fis-1300	71	2	m	m	VERB
fis-1300	71	3	o.	o.	PROPN
fis-1300	71	4	sucharda	sucharda	PROPN
fis-1300	71	5	et	et	PROPN
fis-1300	71	6	alii	alii	PROPN
fis-1300	71	7	,	,	PUNCT
fis-1300	71	8	frattura	frattura	PROPN
fis-1300	71	9	ed	ed	PROPN
fis-1300	71	10	integrità	integrità	PROPN
fis-1300	71	11	strutturale	strutturale	PROPN
fis-1300	71	12	,	,	PUNCT
fis-1300	71	13	30	30	NUM
fis-1300	71	14	(	(	PUNCT
fis-1300	71	15	2014	2014	NUM
fis-1300	71	16	)	)	PUNCT
fis-1300	71	17	375	375	NUM
fis-1300	71	18	-	-	SYM
fis-1300	71	19	382	382	NUM
fis-1300	71	20	;	;	PUNCT
fis-1300	71	21	doi	doi	NOUN
fis-1300	71	22	:	:	PUNCT
fis-1300	71	23	10.3221	10.3221	NUM
fis-1300	71	24	/	/	SYM
fis-1300	71	25	igf	igf	PROPN
fis-1300	71	26	-	-	PUNCT
fis-1300	71	27	esis.30.45	esis.30.45	NOUN
fis-1300	71	28	377	377	NUM
fis-1300	71	29	the	the	DET
fis-1300	71	30	data	datum	NOUN
fis-1300	71	31	obtained	obtain	VERB
fis-1300	71	32	in	in	ADP
fis-1300	71	33	the	the	DET
fis-1300	71	34	experiments	experiment	NOUN
fis-1300	71	35	were	be	AUX
fis-1300	71	36	used	use	VERB
fis-1300	71	37	for	for	ADP
fis-1300	71	38	the	the	DET
fis-1300	71	39	testing	testing	NOUN
fis-1300	71	40	software	software	NOUN
fis-1300	71	41	at	at	ADP
fis-1300	71	42	the	the	DET
fis-1300	71	43	university	university	PROPN
fis-1300	71	44	of	of	ADP
fis-1300	71	45	toronto	toronto	PROPN
fis-1300	71	46	.	.	PUNCT
fis-1300	72	1	the	the	DET
fis-1300	72	2	goal	goal	NOUN
fis-1300	72	3	was	be	AUX
fis-1300	72	4	to	to	PART
fis-1300	72	5	repeat	repeat	VERB
fis-1300	72	6	the	the	DET
fis-1300	72	7	bresler	bresler	NOUN
fis-1300	72	8	-	-	PUNCT
fis-1300	72	9	scordelis	scordeli	NOUN
fis-1300	72	10	’s	’s	PART
fis-1300	72	11	tests	test	NOUN
fis-1300	72	12	of	of	ADP
fis-1300	72	13	the	the	DET
fis-1300	72	14	reinforced	reinforce	VERB
fis-1300	72	15	concrete	concrete	ADJ
fis-1300	72	16	beams	beam	NOUN
fis-1300	72	17	.	.	PUNCT
fis-1300	73	1	the	the	DET
fis-1300	73	2	number	number	NOUN
fis-1300	73	3	,	,	PUNCT
fis-1300	73	4	size	size	NOUN
fis-1300	73	5	and	and	CCONJ
fis-1300	73	6	reinforcement	reinforcement	NOUN
fis-1300	73	7	of	of	ADP
fis-1300	73	8	the	the	DET
fis-1300	73	9	beams	beam	NOUN
fis-1300	73	10	were	be	AUX
fis-1300	73	11	as	as	ADV
fis-1300	73	12	close	close	ADJ
fis-1300	73	13	as	as	ADP
fis-1300	73	14	possible	possible	ADJ
fis-1300	73	15	and	and	CCONJ
fis-1300	73	16	in	in	ADP
fis-1300	73	17	line	line	NOUN
fis-1300	73	18	with	with	ADP
fis-1300	73	19	current	current	ADJ
fis-1300	73	20	capabilities	capability	NOUN
fis-1300	73	21	of	of	ADP
fis-1300	73	22	the	the	DET
fis-1300	73	23	equipment	equipment	NOUN
fis-1300	73	24	.	.	PUNCT
fis-1300	74	1	differences	difference	NOUN
fis-1300	74	2	in	in	ADP
fis-1300	74	3	production	production	NOUN
fis-1300	74	4	dimensions	dimension	NOUN
fis-1300	74	5	were	be	AUX
fis-1300	74	6	very	very	ADV
fis-1300	74	7	little	little	ADJ
fis-1300	74	8	.	.	PUNCT
fis-1300	75	1	figure	figure	NOUN
fis-1300	75	2	2	2	NUM
fis-1300	75	3	:	:	PUNCT
fis-1300	75	4	cross	cross	NOUN
fis-1300	75	5	-	-	NOUN
fis-1300	75	6	section	section	NOUN
fis-1300	75	7	of	of	ADP
fis-1300	75	8	the	the	DET
fis-1300	75	9	beams	beam	NOUN
fis-1300	75	10	.	.	PUNCT
fis-1300	76	1	again	again	ADV
fis-1300	76	2	,	,	PUNCT
fis-1300	76	3	the	the	DET
fis-1300	76	4	purpose	purpose	NOUN
fis-1300	76	5	was	be	AUX
fis-1300	76	6	to	to	PART
fis-1300	76	7	describe	describe	VERB
fis-1300	76	8	the	the	DET
fis-1300	76	9	behaviour	behaviour	NOUN
fis-1300	76	10	of	of	ADP
fis-1300	76	11	the	the	DET
fis-1300	76	12	reinforced	reinforce	VERB
fis-1300	76	13	concrete	concrete	ADJ
fis-1300	76	14	beams	beam	NOUN
fis-1300	76	15	during	during	ADP
fis-1300	76	16	the	the	DET
fis-1300	76	17	loading	loading	NOUN
fis-1300	76	18	process	process	NOUN
fis-1300	76	19	and	and	CCONJ
fis-1300	76	20	to	to	PART
fis-1300	76	21	determine	determine	VERB
fis-1300	76	22	collapse	collapse	NOUN
fis-1300	76	23	of	of	ADP
fis-1300	76	24	the	the	DET
fis-1300	76	25	structure	structure	NOUN
fis-1300	76	26	.	.	PUNCT
fis-1300	77	1	the	the	DET
fis-1300	77	2	experiments	experiment	NOUN
fis-1300	77	3	were	be	AUX
fis-1300	77	4	also	also	ADV
fis-1300	77	5	used	use	VERB
fis-1300	77	6	for	for	ADP
fis-1300	77	7	the	the	DET
fis-1300	77	8	fem	fem	NOUN
fis-1300	77	9	numerical	numerical	PROPN
fis-1300	77	10	modelling	modelling	PROPN
fis-1300	77	11	[	[	X
fis-1300	77	12	20	20	NUM
fis-1300	77	13	]	]	PUNCT
fis-1300	77	14	.	.	PUNCT
fis-1300	78	1	results	result	NOUN
fis-1300	78	2	of	of	ADP
fis-1300	78	3	the	the	DET
fis-1300	78	4	experiments	experiment	NOUN
fis-1300	78	5	and	and	CCONJ
fis-1300	78	6	numerical	numerical	ADJ
fis-1300	78	7	modelling	modelling	NOUN
fis-1300	78	8	are	be	AUX
fis-1300	78	9	described	describe	VERB
fis-1300	78	10	in	in	ADP
fis-1300	78	11	[	[	X
fis-1300	78	12	19	19	NUM
fis-1300	78	13	]	]	PUNCT
fis-1300	78	14	.	.	PUNCT
fis-1300	79	1	bar	bar	NOUN
fis-1300	79	2	size	size	NOUN
fis-1300	79	3	area	area	NOUN
fis-1300	79	4	[	[	X
fis-1300	79	5	mm2	mm2	X
fis-1300	79	6	]	]	X
fis-1300	79	7	fy	fy	PROPN
fis-1300	80	1	[	[	X
fis-1300	80	2	mpa	mpa	X
fis-1300	80	3	]	]	X
fis-1300	80	4	fu	fu	NOUN
fis-1300	81	1	[	[	X
fis-1300	81	2	mpa	mpa	X
fis-1300	81	3	]	]	X
fis-1300	81	4	es	es	X
fis-1300	81	5	[	[	X
fis-1300	81	6	mpa	mpa	X
fis-1300	81	7	]	]	X
fis-1300	81	8	m25a	m25a	ADJ
fis-1300	81	9	500	500	NUM
fis-1300	81	10	440	440	NUM
fis-1300	81	11	615	615	NUM
fis-1300	81	12	210000	210000	NUM
fis-1300	81	13	m25b	m25b	PROPN
fis-1300	81	14	500	500	NUM
fis-1300	81	15	445	445	NUM
fis-1300	81	16	680	680	NUM
fis-1300	81	17	220000	220000	NUM
fis-1300	81	18	m30	m30	NOUN
fis-1300	81	19	700	700	NUM
fis-1300	81	20	436	436	NUM
fis-1300	81	21	700	700	NUM
fis-1300	81	22	200000	200000	NUM
fis-1300	81	23	table	table	NOUN
fis-1300	81	24	1	1	NUM
fis-1300	81	25	:	:	PUNCT
fis-1300	82	1	material	material	NOUN
fis-1300	82	2	properties	property	NOUN
fis-1300	82	3	of	of	ADP
fis-1300	82	4	steels	steel	NOUN
fis-1300	82	5	.	.	PUNCT
fis-1300	83	1	beam	beam	NOUN
fis-1300	83	2	number	number	NOUN
fis-1300	83	3	l	l	PROPN
fis-1300	84	1	[	[	X
fis-1300	84	2	mm	mm	X
fis-1300	84	3	]	]	X
fis-1300	84	4	span	span	NOUN
fis-1300	84	5	[	[	X
fis-1300	84	6	mm	mm	X
fis-1300	84	7	]	]	X
fis-1300	84	8	bottom	bottom	ADJ
fis-1300	84	9	steel	steel	NOUN
fis-1300	84	10	oa1	oa1	NOUN
fis-1300	84	11	4100	4100	NUM
fis-1300	84	12	3660	3660	NUM
fis-1300	84	13	2	2	NUM
fis-1300	84	14	m30	m30	PROPN
fis-1300	84	15	,	,	PUNCT
fis-1300	84	16	2	2	NUM
fis-1300	84	17	m25	m25	NOUN
fis-1300	84	18	oa2	oa2	VERB
fis-1300	84	19	5010	5010	NUM
fis-1300	84	20	4570	4570	NUM
fis-1300	84	21	3	3	NUM
fis-1300	84	22	m30	m30	PROPN
fis-1300	84	23	,	,	PUNCT
fis-1300	84	24	2	2	NUM
fis-1300	84	25	m25	m25	NUM
fis-1300	84	26	oa3	oa3	NOUN
fis-1300	84	27	6840	6840	NUM
fis-1300	84	28	6400	6400	NUM
fis-1300	84	29	4	4	NUM
fis-1300	84	30	m30	m30	PROPN
fis-1300	84	31	,	,	PUNCT
fis-1300	84	32	2m25	2m25	PROPN
fis-1300	84	33	table	table	NOUN
fis-1300	84	34	2	2	NUM
fis-1300	84	35	:	:	PUNCT
fis-1300	84	36	detail	detail	NOUN
fis-1300	84	37	of	of	ADP
fis-1300	84	38	beams	beam	NOUN
fis-1300	84	39	.	.	PUNCT
fis-1300	85	1	beam	beam	NOUN
fis-1300	85	2	number	number	NOUN
fis-1300	85	3	fc	fc	PROPN
fis-1300	86	1	[	[	X
fis-1300	86	2	mpa	mpa	X
fis-1300	86	3	]	]	X
fis-1300	86	4	es	es	X
fis-1300	86	5	[	[	X
fis-1300	86	6	mpa	mpa	X
fis-1300	86	7	]	]	X
fis-1300	86	8	fsp	fsp	PROPN
fis-1300	86	9	[	[	X
fis-1300	86	10	mpa	mpa	X
fis-1300	86	11	]	]	X
fis-1300	86	12	oa1	oa1	NOUN
fis-1300	86	13	22.6	22.6	NUM
fis-1300	86	14	36500	36500	NUM
fis-1300	86	15	2.37	2.37	NUM
fis-1300	86	16	oa2	oa2	NOUN
fis-1300	86	17	25.9	25.9	NUM
fis-1300	86	18	32900	32900	NUM
fis-1300	86	19	3.37	3.37	NUM
fis-1300	86	20	oa3	oa3	NOUN
fis-1300	86	21	43.5	43.5	NUM
fis-1300	86	22	34300	34300	NUM
fis-1300	86	23	3.13	3.13	NUM
fis-1300	86	24	table	table	NOUN
fis-1300	86	25	3	3	NUM
fis-1300	86	26	:	:	PUNCT
fis-1300	86	27	material	material	NOUN
fis-1300	86	28	properties	property	NOUN
fis-1300	86	29	of	of	ADP
fis-1300	86	30	concrete	concrete	NOUN
fis-1300	86	31	.	.	PUNCT
fis-1300	87	1	the	the	DET
fis-1300	87	2	beams	beam	NOUN
fis-1300	87	3	identified	identify	VERB
fis-1300	87	4	as	as	ADP
fis-1300	87	5	oa	oa	PRON
fis-1300	87	6	were	be	AUX
fis-1300	87	7	chosen	choose	VERB
fis-1300	87	8	for	for	ADP
fis-1300	87	9	the	the	DET
fis-1300	87	10	numerical	numerical	ADJ
fis-1300	87	11	modelling	modelling	NOUN
fis-1300	87	12	in	in	ADP
fis-1300	87	13	this	this	DET
fis-1300	87	14	paper	paper	NOUN
fis-1300	87	15	.	.	PUNCT
fis-1300	88	1	they	they	PRON
fis-1300	88	2	are	be	AUX
fis-1300	88	3	shown	show	VERB
fis-1300	88	4	in	in	ADP
fis-1300	88	5	fig	fig	NOUN
fis-1300	88	6	.	.	PUNCT
fis-1300	89	1	2	2	X
fis-1300	89	2	.	.	PUNCT
fis-1300	89	3	the	the	DET
fis-1300	89	4	beam	beam	NOUN
fis-1300	89	5	is	be	AUX
fis-1300	89	6	reinforced	reinforce	VERB
fis-1300	89	7	with	with	ADP
fis-1300	89	8	the	the	DET
fis-1300	89	9	reinforcement	reinforcement	NOUN
fis-1300	89	10	identified	identify	VERB
fis-1300	89	11	as	as	ADP
fis-1300	89	12	m25	m25	PROPN
fis-1300	89	13	and	and	CCONJ
fis-1300	89	14	m30	m30	PROPN
fis-1300	89	15	.	.	PUNCT
fis-1300	90	1	the	the	DET
fis-1300	90	2	material	material	NOUN
fis-1300	90	3	properties	property	NOUN
fis-1300	90	4	of	of	ADP
fis-1300	90	5	steel	steel	NOUN
fis-1300	90	6	are	be	AUX
fis-1300	90	7	described	describe	VERB
fis-1300	90	8	in	in	ADP
fis-1300	90	9	tab	tab	PROPN
fis-1300	90	10	.	.	PUNCT
fis-1300	91	1	1	1	X
fis-1300	91	2	.	.	PUNCT
fis-1300	91	3	an	an	DET
fis-1300	91	4	elastic	elastic	ADJ
fis-1300	91	5	-	-	PUNCT
fis-1300	91	6	plastic	plastic	NOUN
fis-1300	91	7	model	model	NOUN
fis-1300	91	8	of	of	ADP
fis-1300	91	9	steel	steel	NOUN
fis-1300	91	10	with	with	ADP
fis-1300	91	11	reinforcement	reinforcement	NOUN
fis-1300	91	12	was	be	AUX
fis-1300	91	13	chosen	choose	VERB
fis-1300	91	14	for	for	ADP
fis-1300	91	15	the	the	DET
fis-1300	91	16	numerical	numerical	ADJ
fis-1300	91	17	modelling	modelling	NOUN
fis-1300	91	18	.	.	PUNCT
fis-1300	92	1	m25b	m25b	PROPN
fis-1300	92	2	was	be	AUX
fis-1300	92	3	used	use	VERB
fis-1300	92	4	as	as	ADP
fis-1300	92	5	a	a	DET
fis-1300	92	6	reinforcement	reinforcement	NOUN
fis-1300	92	7	for	for	ADP
fis-1300	92	8	the	the	DET
fis-1300	92	9	beams	beam	NOUN
fis-1300	92	10	1	1	NUM
fis-1300	92	11	and	and	CCONJ
fis-1300	92	12	3	3	NUM
fis-1300	92	13	,	,	PUNCT
fis-1300	92	14	while	while	SCONJ
fis-1300	92	15	the	the	DET
fis-1300	92	16	beam	beam	NOUN
fis-1300	92	17	2	2	NUM
fis-1300	92	18	was	be	AUX
fis-1300	92	19	reinforced	reinforce	VERB
fis-1300	92	20	with	with	ADP
fis-1300	92	21	steel	steel	NOUN
fis-1300	92	22	identified	identify	VERB
fis-1300	92	23	as	as	ADP
fis-1300	92	24	m25a	m25a	NOUN
fis-1300	92	25	.	.	PUNCT
fis-1300	93	1	more	more	ADJ
fis-1300	93	2	details	detail	NOUN
fis-1300	93	3	about	about	ADP
fis-1300	93	4	dimensions	dimension	NOUN
fis-1300	93	5	and	and	CCONJ
fis-1300	93	6	reinforcement	reinforcement	NOUN
fis-1300	93	7	of	of	ADP
fis-1300	93	8	the	the	DET
fis-1300	93	9	beam	beam	NOUN
fis-1300	93	10	are	be	AUX
fis-1300	93	11	in	in	ADP
fis-1300	93	12	tab	tab	NOUN
fis-1300	93	13	.	.	PUNCT
fis-1300	94	1	2	2	X
fis-1300	94	2	.	.	X
fis-1300	94	3	original	original	ADJ
fis-1300	94	4	properties	property	NOUN
fis-1300	94	5	of	of	ADP
fis-1300	94	6	concrete	concrete	NOUN
fis-1300	94	7	are	be	AUX
fis-1300	94	8	described	describe	VERB
fis-1300	94	9	in	in	ADP
fis-1300	94	10	tab	tab	PROPN
fis-1300	94	11	.	.	PUNCT
fis-1300	95	1	3	3	X
fis-1300	95	2	.	.	X
fis-1300	95	3	specific	specific	ADJ
fis-1300	95	4	features	feature	NOUN
fis-1300	95	5	were	be	AUX
fis-1300	95	6	calculated	calculate	VERB
fis-1300	95	7	in	in	ADP
fis-1300	95	8	atena	atena	NOUN
fis-1300	95	9	[	[	X
fis-1300	95	10	10	10	NUM
fis-1300	95	11	]	]	PUNCT
fis-1300	95	12	using	use	VERB
fis-1300	95	13	the	the	DET
fis-1300	95	14	recommended	recommend	VERB
fis-1300	95	15	values	value	NOUN
fis-1300	95	16	.	.	PUNCT
fis-1300	96	1	o.	o.	PROPN
fis-1300	96	2	sucharda	sucharda	PROPN
fis-1300	96	3	et	et	PROPN
fis-1300	96	4	alii	alii	PROPN
fis-1300	96	5	,	,	PUNCT
fis-1300	96	6	frattura	frattura	PROPN
fis-1300	96	7	ed	ed	PROPN
fis-1300	96	8	integrità	integrità	PROPN
fis-1300	96	9	strutturale	strutturale	PROPN
fis-1300	96	10	,	,	PUNCT
fis-1300	96	11	30	30	NUM
fis-1300	96	12	(	(	PUNCT
fis-1300	96	13	2014	2014	NUM
fis-1300	96	14	)	)	PUNCT
fis-1300	96	15	375	375	NUM
fis-1300	96	16	-	-	SYM
fis-1300	96	17	382	382	NUM
fis-1300	96	18	;	;	PUNCT
fis-1300	96	19	doi	doi	NOUN
fis-1300	96	20	:	:	PUNCT
fis-1300	96	21	10.3221	10.3221	NUM
fis-1300	96	22	/	/	SYM
fis-1300	96	23	igf	igf	PROPN
fis-1300	96	24	-	-	PUNCT
fis-1300	96	25	esis.30.45	esis.30.45	NOUN
fis-1300	96	26	378	378	NUM
fis-1300	96	27	it	it	PRON
fis-1300	96	28	follows	follow	VERB
fis-1300	96	29	from	from	ADP
fis-1300	96	30	the	the	DET
fis-1300	96	31	test	test	NOUN
fis-1300	96	32	that	that	SCONJ
fis-1300	96	33	the	the	DET
fis-1300	96	34	collapse	collapse	NOUN
fis-1300	96	35	in	in	ADP
fis-1300	96	36	the	the	DET
fis-1300	96	37	beams	beam	NOUN
fis-1300	96	38	without	without	ADP
fis-1300	96	39	shear	shear	NOUN
fis-1300	96	40	reinforcement	reinforcement	NOUN
fis-1300	96	41	occurs	occur	VERB
fis-1300	96	42	as	as	ADP
fis-1300	96	43	a	a	DET
fis-1300	96	44	diagonal	diagonal	ADJ
fis-1300	96	45	-	-	PUNCT
fis-1300	96	46	tension	tension	NOUN
fis-1300	96	47	failure	failure	NOUN
fis-1300	96	48	.	.	PUNCT
fis-1300	97	1	this	this	PRON
fis-1300	97	2	is	be	AUX
fis-1300	97	3	similar	similar	ADJ
fis-1300	97	4	as	as	ADP
fis-1300	97	5	in	in	ADP
fis-1300	97	6	tests	test	NOUN
fis-1300	97	7	performed	perform	VERB
fis-1300	97	8	by	by	ADP
fis-1300	97	9	bresler	bresler	NOUN
fis-1300	97	10	-	-	PUNCT
fis-1300	97	11	scordelis	scordeli	NOUN
fis-1300	97	12	.	.	PUNCT
fis-1300	98	1	examples	example	NOUN
fis-1300	98	2	of	of	ADP
fis-1300	98	3	the	the	DET
fis-1300	98	4	failures	failure	NOUN
fis-1300	98	5	are	be	AUX
fis-1300	98	6	shown	show	VERB
fis-1300	98	7	in	in	ADP
fis-1300	98	8	[	[	X
fis-1300	98	9	19	19	NUM
fis-1300	98	10	]	]	PUNCT
fis-1300	98	11	.	.	PUNCT
fis-1300	99	1	this	this	PRON
fis-1300	99	2	also	also	ADV
fis-1300	99	3	shows	show	VERB
fis-1300	99	4	the	the	DET
fis-1300	99	5	process	process	NOUN
fis-1300	99	6	of	of	ADP
fis-1300	99	7	testing	testing	NOUN
fis-1300	99	8	and	and	CCONJ
fis-1300	99	9	the	the	DET
fis-1300	99	10	collapse	collapse	NOUN
fis-1300	99	11	.	.	PUNCT
fis-1300	100	1	numerical	numerical	ADJ
fis-1300	100	2	modelling	modelling	NOUN
fis-1300	100	3	he	he	PRON
fis-1300	100	4	numerical	numerical	ADJ
fis-1300	100	5	modelling	modelling	NOUN
fis-1300	100	6	was	be	AUX
fis-1300	100	7	performed	perform	VERB
fis-1300	100	8	in	in	ADP
fis-1300	100	9	atena	atena	NOUN
fis-1300	101	1	[	[	X
fis-1300	101	2	10	10	NUM
fis-1300	101	3	]	]	PUNCT
fis-1300	101	4	which	which	PRON
fis-1300	101	5	uses	use	VERB
fis-1300	101	6	fem	fem	NOUN
fis-1300	101	7	as	as	ADP
fis-1300	101	8	a	a	DET
fis-1300	101	9	basis	basis	NOUN
fis-1300	101	10	.	.	PUNCT
fis-1300	102	1	that	that	DET
fis-1300	102	2	software	software	NOUN
fis-1300	102	3	includes	include	VERB
fis-1300	102	4	a	a	DET
fis-1300	102	5	number	number	NOUN
fis-1300	102	6	of	of	ADP
fis-1300	102	7	constitutive	constitutive	ADJ
fis-1300	102	8	models	model	NOUN
fis-1300	102	9	of	of	ADP
fis-1300	102	10	the	the	DET
fis-1300	102	11	concrete	concrete	NOUN
fis-1300	102	12	.	.	PUNCT
fis-1300	103	1	it	it	PRON
fis-1300	103	2	was	be	AUX
fis-1300	103	3	decided	decide	VERB
fis-1300	103	4	to	to	PART
fis-1300	103	5	use	use	VERB
fis-1300	103	6	a	a	DET
fis-1300	103	7	fracture	fracture	ADJ
fis-1300	103	8	-	-	PUNCT
fis-1300	103	9	plastic	plastic	NOUN
fis-1300	103	10	material	material	NOUN
fis-1300	103	11	model	model	NOUN
fis-1300	103	12	for	for	ADP
fis-1300	103	13	concrete	concrete	ADJ
fis-1300	103	14	and	and	CCONJ
fis-1300	103	15	2d	2d	NOUN
fis-1300	103	16	computational	computational	ADJ
fis-1300	103	17	models	model	NOUN
fis-1300	103	18	for	for	ADP
fis-1300	103	19	the	the	DET
fis-1300	103	20	numerical	numerical	ADJ
fis-1300	103	21	analyses	analysis	NOUN
fis-1300	103	22	.	.	PUNCT
fis-1300	104	1	considering	consider	VERB
fis-1300	104	2	the	the	DET
fis-1300	104	3	numerical	numerical	ADJ
fis-1300	104	4	calculations	calculation	NOUN
fis-1300	104	5	performed	perform	VERB
fis-1300	104	6	in	in	ADP
fis-1300	104	7	[	[	X
fis-1300	104	8	19	19	NUM
fis-1300	104	9	]	]	PUNCT
fis-1300	104	10	,	,	PUNCT
fis-1300	104	11	very	very	ADV
fis-1300	104	12	similar	similar	ADJ
fis-1300	104	13	calculation	calculation	NOUN
fis-1300	104	14	models	model	NOUN
fis-1300	104	15	of	of	ADP
fis-1300	104	16	the	the	DET
fis-1300	104	17	beams	beam	NOUN
fis-1300	104	18	were	be	AUX
fis-1300	104	19	created	create	VERB
fis-1300	104	20	.	.	PUNCT
fis-1300	105	1	the	the	DET
fis-1300	105	2	calculation	calculation	NOUN
fis-1300	105	3	model	model	NOUN
fis-1300	105	4	is	be	AUX
fis-1300	105	5	a	a	DET
fis-1300	105	6	regular	regular	ADJ
fis-1300	105	7	mesh	mesh	NOUN
fis-1300	105	8	of	of	ADP
fis-1300	105	9	four	four	NUM
fis-1300	105	10	-	-	PUNCT
fis-1300	105	11	node	node	ADJ
fis-1300	105	12	finite	finite	ADJ
fis-1300	105	13	elements	element	NOUN
fis-1300	105	14	.	.	PUNCT
fis-1300	106	1	the	the	DET
fis-1300	106	2	finite	finite	ADJ
fis-1300	106	3	elements	element	NOUN
fis-1300	106	4	in	in	ADP
fis-1300	106	5	the	the	DET
fis-1300	106	6	concrete	concrete	ADJ
fis-1300	106	7	form	form	NOUN
fis-1300	106	8	a	a	DET
fis-1300	106	9	grid	grid	NOUN
fis-1300	106	10	:	:	PUNCT
fis-1300	106	11	16x46	16x46	NUM
fis-1300	106	12	,	,	PUNCT
fis-1300	106	13	16x56	16x56	NUM
fis-1300	106	14	and	and	CCONJ
fis-1300	106	15	15x66	15x66	NUM
fis-1300	106	16	.	.	PUNCT
fis-1300	107	1	because	because	SCONJ
fis-1300	107	2	the	the	DET
fis-1300	107	3	non	non	ADJ
fis-1300	107	4	-	-	ADJ
fis-1300	107	5	linear	linear	ADJ
fis-1300	107	6	analysis	analysis	NOUN
fis-1300	107	7	depends	depend	VERB
fis-1300	107	8	much	much	ADV
fis-1300	107	9	on	on	ADP
fis-1300	107	10	the	the	DET
fis-1300	107	11	modelled	model	VERB
fis-1300	107	12	boundary	boundary	ADJ
fis-1300	107	13	conditions	condition	NOUN
fis-1300	107	14	,	,	PUNCT
fis-1300	107	15	supports	support	VERB
fis-1300	107	16	and	and	CCONJ
fis-1300	107	17	loading	loading	NOUN
fis-1300	107	18	plate	plate	NOUN
fis-1300	107	19	from	from	ADP
fis-1300	107	20	a	a	DET
fis-1300	107	21	linear	linear	ADJ
fis-1300	107	22	elastic	elastic	ADJ
fis-1300	107	23	materials	material	NOUN
fis-1300	107	24	were	be	AUX
fis-1300	107	25	also	also	ADV
fis-1300	107	26	modelled	model	VERB
fis-1300	107	27	.	.	PUNCT
fis-1300	108	1	the	the	DET
fis-1300	108	2	calculation	calculation	NOUN
fis-1300	108	3	models	model	NOUN
fis-1300	108	4	were	be	AUX
fis-1300	108	5	formed	form	VERB
fis-1300	108	6	by	by	ADP
fis-1300	108	7	a	a	DET
fis-1300	108	8	symmetric	symmetric	ADJ
fis-1300	108	9	half	half	NOUN
fis-1300	108	10	of	of	ADP
fis-1300	108	11	the	the	DET
fis-1300	108	12	real	real	ADJ
fis-1300	108	13	beams	beam	NOUN
fis-1300	108	14	.	.	PUNCT
fis-1300	109	1	in	in	ADP
fis-1300	109	2	order	order	NOUN
fis-1300	109	3	to	to	PART
fis-1300	109	4	solve	solve	VERB
fis-1300	109	5	a	a	DET
fis-1300	109	6	system	system	NOUN
fis-1300	109	7	of	of	ADP
fis-1300	109	8	non	non	ADJ
fis-1300	109	9	-	-	ADJ
fis-1300	109	10	linear	linear	ADJ
fis-1300	109	11	equations	equation	NOUN
fis-1300	109	12	,	,	PUNCT
fis-1300	109	13	the	the	DET
fis-1300	109	14	newton	newton	PROPN
fis-1300	109	15	-	-	PUNCT
fis-1300	109	16	raphon	raphon	PROPN
fis-1300	109	17	method	method	NOUN
fis-1300	109	18	and	and	CCONJ
fis-1300	109	19	deformation	deformation	NOUN
fis-1300	109	20	loads	load	NOUN
fis-1300	109	21	were	be	AUX
fis-1300	109	22	chosen	choose	VERB
fis-1300	109	23	in	in	ADP
fis-1300	109	24	atena	atena	NOUN
fis-1300	109	25	[	[	X
fis-1300	109	26	10	10	NUM
fis-1300	109	27	]	]	PUNCT
fis-1300	109	28	.	.	PUNCT
fis-1300	110	1	fig	fig	NOUN
fis-1300	110	2	.	.	PUNCT
fis-1300	111	1	3	3	NUM
fis-1300	111	2	shows	show	VERB
fis-1300	111	3	the	the	DET
fis-1300	111	4	final	final	ADJ
fis-1300	111	5	calculation	calculation	NOUN
fis-1300	111	6	models	model	NOUN
fis-1300	111	7	.	.	PUNCT
fis-1300	112	1	the	the	DET
fis-1300	112	2	reinforcement	reinforcement	NOUN
fis-1300	112	3	was	be	AUX
fis-1300	112	4	included	include	VERB
fis-1300	112	5	into	into	ADP
fis-1300	112	6	the	the	DET
fis-1300	112	7	calculation	calculation	NOUN
fis-1300	112	8	model	model	NOUN
fis-1300	112	9	as	as	ADP
fis-1300	112	10	a	a	DET
fis-1300	112	11	smeared	smeared	ADJ
fis-1300	112	12	reinforcement	reinforcement	NOUN
fis-1300	112	13	.	.	PUNCT
fis-1300	113	1	beam	beam	PROPN
fis-1300	113	2	oa1	oa1	NOUN
fis-1300	113	3	beam	beam	PROPN
fis-1300	113	4	oa2	oa2	PROPN
fis-1300	113	5	beam	beam	PROPN
fis-1300	113	6	oa3	oa3	PROPN
fis-1300	113	7	figure	figure	NOUN
fis-1300	113	8	3	3	NUM
fis-1300	113	9	:	:	PUNCT
fis-1300	113	10	computer	computer	NOUN
fis-1300	113	11	models	model	NOUN
fis-1300	113	12	of	of	ADP
fis-1300	113	13	beam	beam	NOUN
fis-1300	113	14	(	(	PUNCT
fis-1300	113	15	oa1	oa1	NOUN
fis-1300	113	16	,	,	PUNCT
fis-1300	113	17	oa2	oa2	NOUN
fis-1300	113	18	,	,	PUNCT
fis-1300	113	19	oa3	oa3	PROPN
fis-1300	113	20	)	)	PUNCT
fis-1300	113	21	.	.	PUNCT
fis-1300	114	1	the	the	DET
fis-1300	114	2	analysis	analysis	NOUN
fis-1300	114	3	focused	focus	VERB
fis-1300	114	4	on	on	ADP
fis-1300	114	5	development	development	NOUN
fis-1300	114	6	of	of	ADP
fis-1300	114	7	cracks	crack	NOUN
fis-1300	114	8	during	during	ADP
fis-1300	114	9	the	the	DET
fis-1300	114	10	loading	loading	NOUN
fis-1300	114	11	,	,	PUNCT
fis-1300	114	12	maximum	maximum	ADJ
fis-1300	114	13	bearing	bearing	NOUN
fis-1300	114	14	capacity	capacity	NOUN
fis-1300	114	15	pu	pu	PROPN
fis-1300	114	16	and	and	CCONJ
fis-1300	114	17	deformation	deformation	PROPN
fis-1300	114	18	wu	wu	PROPN
fis-1300	114	19	.	.	PUNCT
fis-1300	115	1	the	the	DET
fis-1300	115	2	calculations	calculation	NOUN
fis-1300	115	3	have	have	AUX
fis-1300	115	4	been	be	AUX
fis-1300	115	5	performed	perform	VERB
fis-1300	115	6	in	in	ADP
fis-1300	115	7	two	two	NUM
fis-1300	115	8	alternatives	alternative	NOUN
fis-1300	115	9	in	in	ADP
fis-1300	115	10	tab	tab	NOUN
fis-1300	115	11	.	.	PUNCT
fis-1300	116	1	4	4	NUM
fis-1300	116	2	a	a	DET
fis-1300	116	3	5	5	NUM
fis-1300	116	4	.	.	PUNCT
fis-1300	117	1	the	the	DET
fis-1300	117	2	first	first	ADJ
fis-1300	117	3	alternative	alternative	NOUN
fis-1300	117	4	includes	include	VERB
fis-1300	117	5	all	all	DET
fis-1300	117	6	properties	property	NOUN
fis-1300	117	7	of	of	ADP
fis-1300	117	8	the	the	DET
fis-1300	117	9	concrete	concrete	NOUN
fis-1300	117	10	which	which	PRON
fis-1300	117	11	are	be	AUX
fis-1300	117	12	mentioned	mention	VERB
fis-1300	117	13	in	in	ADP
fis-1300	117	14	tab	tab	NOUN
fis-1300	117	15	.	.	PUNCT
fis-1300	118	1	3	3	NUM
fis-1300	118	2	,	,	PUNCT
fis-1300	118	3	while	while	SCONJ
fis-1300	118	4	the	the	DET
fis-1300	118	5	second	second	ADJ
fis-1300	118	6	alternative	alternative	NOUN
fis-1300	118	7	takes	take	VERB
fis-1300	118	8	the	the	DET
fis-1300	118	9	compressive	compressive	ADJ
fis-1300	118	10	strength	strength	NOUN
fis-1300	118	11	of	of	ADP
fis-1300	118	12	the	the	DET
fis-1300	118	13	concrete	concrete	NOUN
fis-1300	118	14	as	as	ADP
fis-1300	118	15	a	a	DET
fis-1300	118	16	basis	basis	NOUN
fis-1300	118	17	.	.	PUNCT
fis-1300	119	1	the	the	DET
fis-1300	119	2	basis	basis	NOUN
fis-1300	119	3	is	be	AUX
fis-1300	119	4	the	the	DET
fis-1300	119	5	recommended	recommend	VERB
fis-1300	119	6	values	value	NOUN
fis-1300	119	7	for	for	ADP
fis-1300	119	8	standard	standard	ADJ
fis-1300	119	9	concrete	concrete	NOUN
fis-1300	119	10	.	.	PUNCT
fis-1300	120	1	the	the	DET
fis-1300	120	2	remaining	remain	VERB
fis-1300	120	3	values	value	NOUN
fis-1300	120	4	are	be	AUX
fis-1300	120	5	calculated	calculate	VERB
fis-1300	120	6	in	in	ADP
fis-1300	120	7	atena	atena	NOUN
fis-1300	120	8	[	[	X
fis-1300	120	9	10	10	NUM
fis-1300	120	10	]	]	PUNCT
fis-1300	120	11	.	.	PUNCT
fis-1300	121	1	the	the	DET
fis-1300	121	2	software	software	NOUN
fis-1300	121	3	calculates	calculate	VERB
fis-1300	121	4	also	also	ADV
fis-1300	121	5	the	the	DET
fis-1300	121	6	tensile	tensile	NOUN
fis-1300	121	7	strength	strength	NOUN
fis-1300	121	8	and	and	CCONJ
fis-1300	121	9	modulus	modulus	NOUN
fis-1300	121	10	of	of	ADP
fis-1300	121	11	elasticity	elasticity	NOUN
fis-1300	121	12	of	of	ADP
fis-1300	121	13	concrete	concrete	NOUN
fis-1300	121	14	.	.	PUNCT
fis-1300	122	1	those	those	DET
fis-1300	122	2	data	datum	NOUN
fis-1300	122	3	are	be	AUX
fis-1300	122	4	not	not	PART
fis-1300	122	5	so	so	ADV
fis-1300	122	6	frequently	frequently	ADV
fis-1300	122	7	available	available	ADJ
fis-1300	122	8	and	and	CCONJ
fis-1300	122	9	their	their	PRON
fis-1300	122	10	values	value	NOUN
fis-1300	122	11	are	be	AUX
fis-1300	122	12	rather	rather	ADV
fis-1300	122	13	distributed	distribute	VERB
fis-1300	122	14	in	in	ADP
fis-1300	122	15	practical	practical	ADJ
fis-1300	122	16	engineering	engineering	NOUN
fis-1300	122	17	.	.	PUNCT
fis-1300	123	1	beam	beam	NOUN
fis-1300	123	2	number	number	NOUN
fis-1300	123	3	ultimate	ultimate	ADJ
fis-1300	123	4	load	load	NOUN
fis-1300	123	5	midspan	midspan	NOUN
fis-1300	123	6	deflection	deflection	PROPN
fis-1300	123	7	pu	pu	PROPN
fis-1300	123	8	,	,	PUNCT
fis-1300	123	9	test	test	NOUN
fis-1300	124	1	[	[	X
fis-1300	124	2	kn	kn	X
fis-1300	124	3	]	]	X
fis-1300	124	4	pu	pu	PROPN
fis-1300	124	5	,	,	PUNCT
fis-1300	124	6	calc	calc	NOUN
fis-1300	125	1	[	[	X
fis-1300	125	2	kn	kn	X
fis-1300	125	3	]	]	X
fis-1300	125	4	pu	pu	PROPN
fis-1300	125	5	,	,	PUNCT
fis-1300	125	6	test	test	NOUN
fis-1300	125	7	/pu	/pu	PROPN
fis-1300	125	8	,	,	PUNCT
fis-1300	125	9	calc	calc	PROPN
fis-1300	125	10	wu	wu	PROPN
fis-1300	125	11	,	,	PUNCT
fis-1300	125	12	test	test	NOUN
fis-1300	126	1	[	[	X
fis-1300	126	2	mm	mm	X
fis-1300	126	3	]	]	X
fis-1300	126	4	wu	wu	PROPN
fis-1300	126	5	,	,	PUNCT
fis-1300	126	6	calc	calc	NOUN
fis-1300	127	1	[	[	X
fis-1300	127	2	mm	mm	X
fis-1300	127	3	]	]	X
fis-1300	127	4	wu	wu	PROPN
fis-1300	127	5	,	,	PUNCT
fis-1300	127	6	test	test	NOUN
fis-1300	127	7	/wu	/wu	NOUN
fis-1300	127	8	,	,	PUNCT
fis-1300	127	9	calc	calc	PROPN
fis-1300	127	10	oa1	oa1	NOUN
fis-1300	127	11	331	331	NUM
fis-1300	127	12	332	332	NUM
fis-1300	127	13	1.00	1.00	NUM
fis-1300	127	14	9.1	9.1	NUM
fis-1300	127	15	6.8	6.8	NUM
fis-1300	127	16	1.35	1.35	NUM
fis-1300	127	17	oa2	oa2	NOUN
fis-1300	127	18	320	320	NUM
fis-1300	127	19	358	358	NUM
fis-1300	127	20	0.89	0.89	NUM
fis-1300	127	21	13.2	13.2	NUM
fis-1300	127	22	13.2	13.2	NUM
fis-1300	127	23	1.00	1.00	NUM
fis-1300	127	24	oa3	oa3	NOUN
fis-1300	127	25	385	385	NUM
fis-1300	127	26	374	374	NUM
fis-1300	127	27	1.03	1.03	NUM
fis-1300	127	28	32.4	32.4	NUM
fis-1300	127	29	30.6	30.6	NUM
fis-1300	127	30	1.06	1.06	NUM
fis-1300	127	31	mean	mean	NOUN
fis-1300	127	32	0.97	0.97	NUM
fis-1300	127	33	mean	mean	NOUN
fis-1300	127	34	1.14	1.14	NUM
fis-1300	127	35	table	table	NOUN
fis-1300	127	36	4	4	NUM
fis-1300	127	37	:	:	PUNCT
fis-1300	127	38	comparison	comparison	NOUN
fis-1300	127	39	of	of	ADP
fis-1300	127	40	the	the	DET
fis-1300	127	41	numerical	numerical	ADJ
fis-1300	127	42	calculations	calculation	NOUN
fis-1300	127	43	and	and	CCONJ
fis-1300	127	44	experiments	experiment	NOUN
fis-1300	127	45	–	–	PUNCT
fis-1300	127	46	alternative	alternative	ADJ
fis-1300	127	47	1	1	NUM
fis-1300	127	48	.	.	PUNCT
fis-1300	127	49	t	t	PROPN
fis-1300	127	50	o.	o.	PROPN
fis-1300	127	51	sucharda	sucharda	PROPN
fis-1300	127	52	et	et	PROPN
fis-1300	127	53	alii	alii	PROPN
fis-1300	127	54	,	,	PUNCT
fis-1300	127	55	frattura	frattura	PROPN
fis-1300	127	56	ed	ed	PROPN
fis-1300	127	57	integrità	integrità	PROPN
fis-1300	127	58	strutturale	strutturale	PROPN
fis-1300	127	59	,	,	PUNCT
fis-1300	127	60	30	30	NUM
fis-1300	127	61	(	(	PUNCT
fis-1300	127	62	2014	2014	NUM
fis-1300	127	63	)	)	PUNCT
fis-1300	127	64	375	375	NUM
fis-1300	127	65	-	-	SYM
fis-1300	127	66	382	382	NUM
fis-1300	127	67	;	;	PUNCT
fis-1300	127	68	doi	doi	NOUN
fis-1300	127	69	:	:	PUNCT
fis-1300	127	70	10.3221	10.3221	NUM
fis-1300	127	71	/	/	SYM
fis-1300	127	72	igf	igf	PROPN
fis-1300	127	73	-	-	PUNCT
fis-1300	127	74	esis.30.45	esis.30.45	NOUN
fis-1300	127	75	379	379	NUM
fis-1300	127	76	beam	beam	NOUN
fis-1300	127	77	number	number	NOUN
fis-1300	127	78	ultimate	ultimate	ADJ
fis-1300	127	79	load	load	NOUN
fis-1300	127	80	midspan	midspan	NOUN
fis-1300	127	81	deflection	deflection	PROPN
fis-1300	127	82	pu	pu	PROPN
fis-1300	127	83	,	,	PUNCT
fis-1300	127	84	test	test	NOUN
fis-1300	128	1	[	[	X
fis-1300	128	2	kn	kn	X
fis-1300	128	3	]	]	X
fis-1300	128	4	pu	pu	PROPN
fis-1300	128	5	,	,	PUNCT
fis-1300	128	6	calc	calc	NOUN
fis-1300	129	1	[	[	X
fis-1300	129	2	kn	kn	X
fis-1300	129	3	]	]	X
fis-1300	129	4	pu	pu	PROPN
fis-1300	129	5	,	,	PUNCT
fis-1300	129	6	test	test	NOUN
fis-1300	129	7	/pu	/pu	PROPN
fis-1300	129	8	,	,	PUNCT
fis-1300	129	9	calc	calc	PROPN
fis-1300	129	10	wu	wu	PROPN
fis-1300	129	11	,	,	PUNCT
fis-1300	129	12	test	test	NOUN
fis-1300	130	1	[	[	X
fis-1300	130	2	mm	mm	X
fis-1300	130	3	]	]	X
fis-1300	130	4	wu	wu	PROPN
fis-1300	130	5	,	,	PUNCT
fis-1300	130	6	calc	calc	NOUN
fis-1300	131	1	[	[	X
fis-1300	131	2	mm	mm	X
fis-1300	131	3	]	]	X
fis-1300	131	4	wu	wu	PROPN
fis-1300	131	5	,	,	PUNCT
fis-1300	131	6	test	test	NOUN
fis-1300	131	7	/wu	/wu	NOUN
fis-1300	131	8	,	,	PUNCT
fis-1300	131	9	calc	calc	PROPN
fis-1300	131	10	oa1	oa1	NOUN
fis-1300	131	11	331	331	NUM
fis-1300	131	12	315	315	NUM
fis-1300	131	13	1.05	1.05	NUM
fis-1300	131	14	9.1	9.1	NUM
fis-1300	131	15	6.7	6.7	NUM
fis-1300	131	16	1.37	1.37	NUM
fis-1300	131	17	oa2	oa2	NOUN
fis-1300	131	18	320	320	NUM
fis-1300	131	19	308	308	NUM
fis-1300	131	20	1.04	1.04	NUM
fis-1300	131	21	13.2	13.2	NUM
fis-1300	131	22	11.2	11.2	NUM
fis-1300	131	23	1.18	1.18	NUM
fis-1300	131	24	oa3	oa3	NOUN
fis-1300	131	25	385	385	NUM
fis-1300	131	26	334	334	NUM
fis-1300	131	27	1.15	1.15	NUM
fis-1300	131	28	32.4	32.4	NUM
fis-1300	131	29	24.5	24.5	NUM
fis-1300	131	30	1.32	1.32	NUM
fis-1300	131	31	mean	mean	NOUN
fis-1300	131	32	1.08	1.08	NUM
fis-1300	131	33	mean	mean	NOUN
fis-1300	131	34	1.29	1.29	NUM
fis-1300	131	35	table	table	NOUN
fis-1300	131	36	5	5	NUM
fis-1300	131	37	:	:	PUNCT
fis-1300	131	38	comparison	comparison	NOUN
fis-1300	131	39	of	of	ADP
fis-1300	131	40	the	the	DET
fis-1300	131	41	numerical	numerical	ADJ
fis-1300	131	42	calculations	calculation	NOUN
fis-1300	131	43	and	and	CCONJ
fis-1300	131	44	experiments	experiment	NOUN
fis-1300	131	45	–	–	PUNCT
fis-1300	131	46	alternative	alternative	ADJ
fis-1300	131	47	2	2	NUM
fis-1300	131	48	.	.	PUNCT
fis-1300	131	49	load	load	NOUN
fis-1300	131	50	48	48	NUM
fis-1300	131	51	kn	kn	PROPN
fis-1300	131	52	oa1	oa1	NOUN
fis-1300	131	53	load	load	VERB
fis-1300	131	54	224	224	NUM
fis-1300	131	55	kn	kn	NOUN
fis-1300	131	56	oa1	oa1	NOUN
fis-1300	131	57	load	load	NOUN
fis-1300	131	58	–	–	PUNCT
fis-1300	131	59	collapse	collapse	NOUN
fis-1300	131	60	oa1	oa1	PRON
fis-1300	131	61	figure	figure	VERB
fis-1300	131	62	4	4	NUM
fis-1300	131	63	:	:	PUNCT
fis-1300	131	64	failure	failure	NOUN
fis-1300	131	65	in	in	ADP
fis-1300	131	66	a	a	DET
fis-1300	131	67	beam	beam	NOUN
fis-1300	131	68	,	,	PUNCT
fis-1300	131	69	oa1	oa1	X
fis-1300	131	70	.	.	PUNCT
fis-1300	132	1	figure	figure	NOUN
fis-1300	132	2	5	5	NUM
fis-1300	132	3	:	:	PUNCT
fis-1300	132	4	load	load	NOUN
fis-1300	132	5	–	–	PUNCT
fis-1300	132	6	displacement	displacement	ADJ
fis-1300	132	7	diagram	diagram	NOUN
fis-1300	132	8	for	for	ADP
fis-1300	132	9	beams	beam	NOUN
fis-1300	132	10	oa	oa	PRON
fis-1300	132	11	load	load	VERB
fis-1300	132	12	76	76	NUM
fis-1300	132	13	kn	kn	PROPN
fis-1300	132	14	oa2	oa2	PROPN
fis-1300	132	15	load	load	NOUN
fis-1300	132	16	31	31	NUM
fis-1300	132	17	kn	kn	PROPN
fis-1300	132	18	oa3	oa3	PROPN
fis-1300	132	19	load	load	VERB
fis-1300	132	20	220	220	NUM
fis-1300	132	21	kn	kn	PROPN
fis-1300	132	22	oa2	oa2	NOUN
fis-1300	132	23	load	load	NOUN
fis-1300	132	24	212	212	NUM
fis-1300	132	25	kn	kn	PROPN
fis-1300	132	26	oa3	oa3	PROPN
fis-1300	132	27	load	load	NOUN
fis-1300	132	28	collapse	collapse	NOUN
fis-1300	132	29	oa2	oa2	NOUN
fis-1300	132	30	load	load	NOUN
fis-1300	132	31	collapse	collapse	NOUN
fis-1300	132	32	oa3	oa3	NOUN
fis-1300	132	33	figure	figure	NOUN
fis-1300	132	34	6	6	NUM
fis-1300	132	35	:	:	PUNCT
fis-1300	132	36	failure	failure	NOUN
fis-1300	132	37	in	in	ADP
fis-1300	132	38	a	a	DET
fis-1300	132	39	beam	beam	NOUN
fis-1300	132	40	.	.	PUNCT
fis-1300	133	1	oa2	oa2	PROPN
fis-1300	133	2	(	(	PUNCT
fis-1300	133	3	left	leave	VERB
fis-1300	133	4	)	)	PUNCT
fis-1300	133	5	and	and	CCONJ
fis-1300	133	6	oa3	oa3	NOUN
fis-1300	133	7	(	(	PUNCT
fis-1300	133	8	right	right	NOUN
fis-1300	133	9	)	)	PUNCT
fis-1300	133	10	.	.	PUNCT
fis-1300	134	1	fig	fig	NOUN
fis-1300	134	2	.	.	PUNCT
fis-1300	135	1	5	5	NUM
fis-1300	135	2	shows	show	VERB
fis-1300	135	3	the	the	DET
fis-1300	135	4	final	final	ADJ
fis-1300	135	5	comparison	comparison	NOUN
fis-1300	135	6	of	of	ADP
fis-1300	135	7	work	work	NOUN
fis-1300	135	8	diagrams	diagram	NOUN
fis-1300	135	9	for	for	ADP
fis-1300	135	10	the	the	DET
fis-1300	135	11	beams	beam	NOUN
fis-1300	135	12	obtained	obtain	VERB
fis-1300	135	13	in	in	ADP
fis-1300	135	14	the	the	DET
fis-1300	135	15	numerical	numerical	ADJ
fis-1300	135	16	calculation	calculation	NOUN
fis-1300	135	17	.	.	PUNCT
fis-1300	136	1	fig	fig	NOUN
fis-1300	136	2	.	.	PUNCT
fis-1300	137	1	4	4	NUM
fis-1300	137	2	and	and	CCONJ
fis-1300	137	3	6	6	NUM
fis-1300	137	4	show	show	VERB
fis-1300	137	5	three	three	NUM
fis-1300	137	6	typical	typical	ADJ
fis-1300	137	7	loading	loading	NOUN
fis-1300	137	8	conditions	condition	NOUN
fis-1300	137	9	where	where	SCONJ
fis-1300	137	10	cracks	crack	NOUN
fis-1300	137	11	develop	develop	VERB
fis-1300	137	12	in	in	ADP
fis-1300	137	13	each	each	DET
fis-1300	137	14	beam	beam	NOUN
fis-1300	137	15	.	.	PUNCT
fis-1300	138	1	the	the	DET
fis-1300	138	2	first	first	ADJ
fis-1300	138	3	condition	condition	NOUN
fis-1300	138	4	is	be	AUX
fis-1300	138	5	development	development	NOUN
fis-1300	138	6	of	of	ADP
fis-1300	138	7	cracks	crack	NOUN
fis-1300	138	8	next	next	ADV
fis-1300	138	9	to	to	ADP
fis-1300	138	10	the	the	DET
fis-1300	138	11	lower	low	ADJ
fis-1300	138	12	edge	edge	NOUN
fis-1300	138	13	of	of	ADP
fis-1300	138	14	the	the	DET
fis-1300	138	15	beam	beam	NOUN
fis-1300	138	16	.	.	PUNCT
fis-1300	139	1	the	the	DET
fis-1300	139	2	second	second	ADJ
fis-1300	139	3	condition	condition	NOUN
fis-1300	139	4	is	be	AUX
fis-1300	139	5	development	development	NOUN
fis-1300	139	6	of	of	ADP
fis-1300	139	7	tensile	tensile	NOUN
fis-1300	139	8	cracks	crack	NOUN
fis-1300	139	9	along	along	ADP
fis-1300	139	10	the	the	DET
fis-1300	139	11	lower	low	ADJ
fis-1300	139	12	edge	edge	NOUN
fis-1300	139	13	immediately	immediately	ADV
fis-1300	139	14	before	before	ADP
fis-1300	139	15	creation	creation	NOUN
fis-1300	139	16	of	of	ADP
fis-1300	139	17	a	a	DET
fis-1300	139	18	shear	shear	NOUN
fis-1300	139	19	crack	crack	NOUN
fis-1300	139	20	.	.	PUNCT
fis-1300	140	1	the	the	DET
fis-1300	140	2	third	third	ADJ
fis-1300	140	3	condition	condition	NOUN
fis-1300	140	4	is	be	AUX
fis-1300	140	5	a	a	DET
fis-1300	140	6	collapsing	collapse	VERB
fis-1300	140	7	beam	beam	NOUN
fis-1300	140	8	.	.	PUNCT
fis-1300	141	1	stochastic	stochastic	ADJ
fis-1300	141	2	modelling	model	VERB
fis-1300	141	3	ehaviour	ehaviour	NOUN
fis-1300	141	4	of	of	ADP
fis-1300	141	5	beams	beam	NOUN
fis-1300	141	6	under	under	ADP
fis-1300	141	7	load	load	NOUN
fis-1300	141	8	was	be	AUX
fis-1300	141	9	analysed	analyse	VERB
fis-1300	141	10	in	in	ADP
fis-1300	141	11	detail	detail	NOUN
fis-1300	141	12	in	in	ADP
fis-1300	141	13	a	a	DET
fis-1300	141	14	stochastic	stochastic	ADJ
fis-1300	141	15	modelling	modelling	NOUN
fis-1300	141	16	.	.	PUNCT
fis-1300	142	1	the	the	DET
fis-1300	142	2	objective	objective	NOUN
fis-1300	142	3	was	be	AUX
fis-1300	142	4	to	to	PART
fis-1300	142	5	find	find	VERB
fis-1300	142	6	out	out	ADP
fis-1300	142	7	impacts	impact	NOUN
fis-1300	142	8	of	of	ADP
fis-1300	142	9	some	some	DET
fis-1300	142	10	input	input	NOUN
fis-1300	142	11	data	datum	NOUN
fis-1300	142	12	which	which	PRON
fis-1300	142	13	enter	enter	VERB
fis-1300	142	14	the	the	DET
fis-1300	142	15	calculation	calculation	NOUN
fis-1300	142	16	as	as	ADP
fis-1300	142	17	a	a	DET
fis-1300	142	18	histogram	histogram	NOUN
fis-1300	142	19	onto	onto	ADP
fis-1300	142	20	the	the	DET
fis-1300	142	21	total	total	ADJ
fis-1300	142	22	bearing	bearing	NOUN
fis-1300	142	23	capacity	capacity	NOUN
fis-1300	142	24	.	.	PUNCT
fis-1300	143	1	the	the	DET
fis-1300	143	2	stochastic	stochastic	ADJ
fis-1300	143	3	modelling	modelling	NOUN
fis-1300	143	4	was	be	AUX
fis-1300	143	5	carried	carry	VERB
fis-1300	143	6	out	out	ADP
fis-1300	143	7	using	use	VERB
fis-1300	143	8	lhs	lhs	PROPN
fis-1300	143	9	as	as	ADP
fis-1300	143	10	a	a	DET
fis-1300	143	11	method	method	NOUN
fis-1300	143	12	and	and	CCONJ
fis-1300	143	13	freet	freet	VERB
fis-1300	143	14	[	[	X
fis-1300	143	15	7	7	NUM
fis-1300	143	16	]	]	PUNCT
fis-1300	143	17	as	as	ADP
fis-1300	143	18	a	a	DET
fis-1300	143	19	software	software	NOUN
fis-1300	143	20	application	application	NOUN
fis-1300	143	21	.	.	PUNCT
fis-1300	144	1	statistic	statistic	ADJ
fis-1300	144	2	parameters	parameter	NOUN
fis-1300	144	3	were	be	AUX
fis-1300	144	4	described	describe	VERB
fis-1300	144	5	using	use	VERB
fis-1300	144	6	the	the	DET
fis-1300	144	7	recommendations	recommendation	NOUN
fis-1300	144	8	specified	specify	VERB
fis-1300	144	9	in	in	ADP
fis-1300	144	10	jcss	jcss	PROPN
fis-1300	144	11	[	[	X
fis-1300	144	12	12	12	NUM
fis-1300	144	13	]	]	PUNCT
fis-1300	144	14	and	and	CCONJ
fis-1300	144	15	iso	iso	NOUN
fis-1300	144	16	[	[	X
fis-1300	144	17	11	11	NUM
fis-1300	144	18	]	]	PUNCT
fis-1300	144	19	.	.	PUNCT
fis-1300	145	1	tab	tab	NOUN
fis-1300	145	2	.	.	PROPN
fis-1300	146	1	6	6	NUM
fis-1300	146	2	and	and	CCONJ
fis-1300	146	3	7	7	NUM
fis-1300	146	4	list	list	NOUN
fis-1300	146	5	the	the	DET
fis-1300	146	6	chosen	choose	VERB
fis-1300	146	7	b	b	PROPN
fis-1300	146	8	o.	o.	PROPN
fis-1300	146	9	sucharda	sucharda	PROPN
fis-1300	146	10	et	et	PROPN
fis-1300	146	11	alii	alii	PROPN
fis-1300	146	12	,	,	PUNCT
fis-1300	146	13	frattura	frattura	PROPN
fis-1300	146	14	ed	ed	PROPN
fis-1300	146	15	integrità	integrità	PROPN
fis-1300	146	16	strutturale	strutturale	PROPN
fis-1300	146	17	,	,	PUNCT
fis-1300	146	18	30	30	NUM
fis-1300	146	19	(	(	PUNCT
fis-1300	146	20	2014	2014	NUM
fis-1300	146	21	)	)	PUNCT
fis-1300	146	22	375	375	NUM
fis-1300	146	23	-	-	SYM
fis-1300	146	24	382	382	NUM
fis-1300	146	25	;	;	PUNCT
fis-1300	146	26	doi	doi	NOUN
fis-1300	146	27	:	:	PUNCT
fis-1300	146	28	10.3221	10.3221	NUM
fis-1300	146	29	/	/	SYM
fis-1300	146	30	igf	igf	PROPN
fis-1300	146	31	-	-	PUNCT
fis-1300	146	32	esis.30.45	esis.30.45	NOUN
fis-1300	146	33	380	380	NUM
fis-1300	146	34	histogram	histogram	NOUN
fis-1300	146	35	parameters	parameter	NOUN
fis-1300	146	36	and	and	CCONJ
fis-1300	146	37	cov	cov	NOUN
fis-1300	146	38	for	for	ADP
fis-1300	146	39	the	the	DET
fis-1300	146	40	input	input	NOUN
fis-1300	146	41	variables	variable	NOUN
fis-1300	146	42	of	of	ADP
fis-1300	146	43	concrete	concrete	NOUN
fis-1300	146	44	and	and	CCONJ
fis-1300	146	45	steel	steel	NOUN
fis-1300	146	46	.	.	PUNCT
fis-1300	147	1	the	the	DET
fis-1300	147	2	initial	initial	ADJ
fis-1300	147	3	value	value	NOUN
fis-1300	147	4	was	be	AUX
fis-1300	147	5	the	the	DET
fis-1300	147	6	compressive	compressive	ADJ
fis-1300	147	7	strength	strength	NOUN
fis-1300	147	8	of	of	ADP
fis-1300	147	9	the	the	DET
fis-1300	147	10	concrete	concrete	NOUN
fis-1300	147	11	.	.	PUNCT
fis-1300	148	1	tab	tab	NOUN
fis-1300	148	2	.	.	PUNCT
fis-1300	148	3	8	8	NUM
fis-1300	148	4	shows	show	VERB
fis-1300	148	5	the	the	DET
fis-1300	148	6	correlation	correlation	NOUN
fis-1300	148	7	matrix	matrix	NOUN
fis-1300	148	8	used	use	VERB
fis-1300	148	9	for	for	ADP
fis-1300	148	10	the	the	DET
fis-1300	148	11	concrete	concrete	NOUN
fis-1300	148	12	in	in	ADP
fis-1300	148	13	the	the	DET
fis-1300	148	14	stochastic	stochastic	ADJ
fis-1300	148	15	modelling	modelling	NOUN
fis-1300	148	16	.	.	PUNCT
fis-1300	149	1	input	input	NOUN
fis-1300	149	2	ec	ec	PROPN
fis-1300	149	3	fc	fc	PROPN
fis-1300	150	1	ft	ft	X
fis-1300	150	2	gf	gf	PROPN
fis-1300	150	3	distribution	distribution	NOUN
fis-1300	150	4	lognormal	lognormal	ADJ
fis-1300	150	5	lognormal	lognormal	ADJ
fis-1300	150	6	weibull	weibull	PROPN
fis-1300	150	7	weibull	weibull	PROPN
fis-1300	150	8	cov	cov	PROPN
fis-1300	150	9	0.15	0.15	NUM
fis-1300	150	10	0.10	0.10	NUM
fis-1300	150	11	0.18	0.18	NUM
fis-1300	150	12	0.2	0.2	NUM
fis-1300	150	13	table	table	NOUN
fis-1300	150	14	6	6	NUM
fis-1300	150	15	:	:	PUNCT
fis-1300	150	16	material	material	NOUN
fis-1300	150	17	properties	property	NOUN
fis-1300	150	18	in	in	ADP
fis-1300	150	19	the	the	DET
fis-1300	150	20	stochastic	stochastic	ADJ
fis-1300	150	21	modelling	model	VERB
fis-1300	150	22	concrete	concrete	NOUN
fis-1300	150	23	.	.	PUNCT
fis-1300	151	1	input	input	NOUN
fis-1300	151	2	fy	fy	PROPN
fis-1300	151	3	fu	fu	PROPN
fis-1300	151	4	histogram	histogram	PROPN
fis-1300	151	5	lognormal	lognormal	ADJ
fis-1300	151	6	lognormal	lognormal	ADJ
fis-1300	151	7	cov	cov	PROPN
fis-1300	151	8	0.05	0.05	NUM
fis-1300	151	9	0.05	0.05	NUM
fis-1300	151	10	table	table	NOUN
fis-1300	151	11	7	7	NUM
fis-1300	151	12	:	:	PUNCT
fis-1300	151	13	material	material	NOUN
fis-1300	151	14	properties	property	NOUN
fis-1300	151	15	in	in	ADP
fis-1300	151	16	the	the	DET
fis-1300	151	17	stochastic	stochastic	NOUN
fis-1300	151	18	modelling	modelling	NOUN
fis-1300	151	19	steel	steel	NOUN
fis-1300	151	20	.	.	PUNCT
fis-1300	152	1	input	input	NOUN
fis-1300	152	2	ec	ec	PROPN
fis-1300	152	3	fc	fc	PROPN
fis-1300	153	1	ft	ft	X
fis-1300	153	2	gf	gf	PROPN
fis-1300	153	3	ec	ec	PROPN
fis-1300	153	4	1	1	NUM
fis-1300	153	5	0.7	0.7	NUM
fis-1300	153	6	0.9	0.9	NUM
fis-1300	153	7	0.5	0.5	NUM
fis-1300	153	8	fc	fc	PROPN
fis-1300	153	9	0.7032	0.7032	NUM
fis-1300	153	10	1	1	NUM
fis-1300	153	11	0.8	0.8	NUM
fis-1300	153	12	0.9	0.9	NUM
fis-1300	153	13	ft	ft	ADP
fis-1300	153	14	0.8972	0.8972	NUM
fis-1300	153	15	0.7987	0.7987	NUM
fis-1300	153	16	1	1	NUM
fis-1300	153	17	0.6	0.6	NUM
fis-1300	153	18	gf	gf	NOUN
fis-1300	153	19	0.5021	0.5021	NUM
fis-1300	153	20	0.8991	0.8991	NUM
fis-1300	153	21	0.6014	0.6014	NUM
fis-1300	153	22	1	1	NUM
fis-1300	153	23	table	table	NOUN
fis-1300	153	24	8	8	NUM
fis-1300	153	25	:	:	PUNCT
fis-1300	153	26	correlation	correlation	NOUN
fis-1300	153	27	matrix	matrix	NOUN
fis-1300	153	28	of	of	ADP
fis-1300	153	29	concrete	concrete	NOUN
fis-1300	153	30	.	.	PUNCT
fis-1300	154	1	figure	figure	VERB
fis-1300	154	2	7	7	NUM
fis-1300	154	3	:	:	PUNCT
fis-1300	154	4	final	final	ADJ
fis-1300	154	5	histogram	histogram	NOUN
fis-1300	154	6	,	,	PUNCT
fis-1300	154	7	estimate	estimate	VERB
fis-1300	154	8	ultimate	ultimate	ADJ
fis-1300	154	9	load	load	NOUN
fis-1300	154	10	.	.	PUNCT
fis-1300	155	1	discussion	discussion	NOUN
fis-1300	155	2	he	he	PRON
fis-1300	155	3	university	university	PROPN
fis-1300	155	4	of	of	ADP
fis-1300	155	5	toronto	toronto	PROPN
fis-1300	155	6	tested	test	VERB
fis-1300	155	7	the	the	DET
fis-1300	155	8	beams	beam	NOUN
fis-1300	155	9	without	without	ADP
fis-1300	155	10	shear	shear	NOUN
fis-1300	155	11	reinforcement	reinforcement	NOUN
fis-1300	155	12	.	.	PUNCT
fis-1300	156	1	three	three	NUM
fis-1300	156	2	basic	basic	ADJ
fis-1300	156	3	phases	phase	NOUN
fis-1300	156	4	of	of	ADP
fis-1300	156	5	load	load	NOUN
fis-1300	156	6	can	can	AUX
fis-1300	156	7	be	be	AUX
fis-1300	156	8	identified	identify	VERB
fis-1300	156	9	in	in	ADP
fis-1300	156	10	working	work	VERB
fis-1300	156	11	diagrams	diagram	NOUN
fis-1300	156	12	and	and	CCONJ
fis-1300	156	13	photos	photo	NOUN
fis-1300	156	14	published	publish	VERB
fis-1300	156	15	in	in	ADP
fis-1300	156	16	[	[	X
fis-1300	156	17	19	19	NUM
fis-1300	156	18	]	]	PUNCT
fis-1300	156	19	.	.	PUNCT
fis-1300	157	1	it	it	PRON
fis-1300	157	2	follows	follow	VERB
fis-1300	157	3	from	from	ADP
fis-1300	157	4	the	the	DET
fis-1300	157	5	comparison	comparison	NOUN
fis-1300	157	6	of	of	ADP
fis-1300	157	7	the	the	DET
fis-1300	157	8	working	work	VERB
fis-1300	157	9	diagrams	diagram	NOUN
fis-1300	157	10	,	,	PUNCT
fis-1300	157	11	photos	photo	NOUN
fis-1300	157	12	and	and	CCONJ
fis-1300	157	13	numerical	numerical	ADJ
fis-1300	157	14	calculations	calculation	NOUN
fis-1300	157	15	that	that	SCONJ
fis-1300	157	16	these	these	PRON
fis-1300	157	17	are	be	AUX
fis-1300	157	18	the	the	DET
fis-1300	157	19	three	three	NUM
fis-1300	157	20	basic	basic	ADJ
fis-1300	157	21	phases	phase	NOUN
fis-1300	157	22	of	of	ADP
fis-1300	157	23	the	the	DET
fis-1300	157	24	loading	loading	NOUN
fis-1300	157	25	process	process	NOUN
fis-1300	157	26	.	.	PUNCT
fis-1300	158	1	at	at	ADP
fis-1300	158	2	the	the	DET
fis-1300	158	3	beginning	beginning	NOUN
fis-1300	158	4	of	of	ADP
fis-1300	158	5	the	the	DET
fis-1300	158	6	loading	loading	NOUN
fis-1300	158	7	process	process	NOUN
fis-1300	158	8	,	,	PUNCT
fis-1300	158	9	cracks	crack	NOUN
fis-1300	158	10	appear	appear	VERB
fis-1300	158	11	at	at	ADP
fis-1300	158	12	the	the	DET
fis-1300	158	13	lower	low	ADJ
fis-1300	158	14	edge	edge	NOUN
fis-1300	158	15	in	in	ADP
fis-1300	158	16	the	the	DET
fis-1300	158	17	middle	middle	NOUN
fis-1300	158	18	of	of	ADP
fis-1300	158	19	the	the	DET
fis-1300	158	20	span	span	NOUN
fis-1300	158	21	.	.	PUNCT
fis-1300	159	1	then	then	ADV
fis-1300	159	2	,	,	PUNCT
fis-1300	159	3	shear	shear	NOUN
fis-1300	159	4	cracks	crack	NOUN
fis-1300	159	5	appear	appear	VERB
fis-1300	159	6	.	.	PUNCT
fis-1300	160	1	they	they	PRON
fis-1300	160	2	become	become	VERB
fis-1300	160	3	dominant	dominant	ADJ
fis-1300	160	4	,	,	PUNCT
fis-1300	160	5	until	until	SCONJ
fis-1300	160	6	the	the	DET
fis-1300	160	7	beam	beam	NOUN
fis-1300	160	8	collapses	collapse	VERB
fis-1300	160	9	.	.	PUNCT
fis-1300	161	1	the	the	DET
fis-1300	161	2	collapse	collapse	NOUN
fis-1300	161	3	occurs	occur	VERB
fis-1300	161	4	fast	fast	ADV
fis-1300	161	5	.	.	PUNCT
fis-1300	162	1	in	in	ADP
fis-1300	162	2	case	case	NOUN
fis-1300	162	3	of	of	ADP
fis-1300	162	4	beams	beam	NOUN
fis-1300	162	5	with	with	ADP
fis-1300	162	6	a	a	DET
fis-1300	162	7	big	big	ADJ
fis-1300	162	8	span	span	NOUN
fis-1300	162	9	(	(	PUNCT
fis-1300	162	10	oa2	oa2	NOUN
fis-1300	162	11	and	and	CCONJ
fis-1300	162	12	oa3	oa3	NUM
fis-1300	162	13	)	)	PUNCT
fis-1300	162	14	,	,	PUNCT
fis-1300	162	15	the	the	DET
fis-1300	162	16	crack	crack	NOUN
fis-1300	162	17	is	be	AUX
fis-1300	162	18	located	locate	VERB
fis-1300	162	19	towards	towards	ADP
fis-1300	162	20	the	the	DET
fis-1300	162	21	loading	loading	NOUN
fis-1300	162	22	point	point	NOUN
fis-1300	162	23	and	and	CCONJ
fis-1300	162	24	is	be	AUX
fis-1300	162	25	almost	almost	ADV
fis-1300	162	26	horizontal	horizontal	ADJ
fis-1300	162	27	.	.	PUNCT
fis-1300	163	1	the	the	DET
fis-1300	163	2	crack	crack	NOUN
fis-1300	163	3	propagates	propagate	VERB
fis-1300	163	4	in	in	ADP
fis-1300	163	5	places	place	NOUN
fis-1300	163	6	where	where	SCONJ
fis-1300	163	7	the	the	DET
fis-1300	163	8	reinforcement	reinforcement	NOUN
fis-1300	163	9	is	be	AUX
fis-1300	163	10	located	locate	VERB
fis-1300	163	11	.	.	PUNCT
fis-1300	164	1	in	in	ADP
fis-1300	164	2	each	each	DET
fis-1300	164	3	numerical	numerical	ADJ
fis-1300	164	4	calculation	calculation	NOUN
fis-1300	164	5	the	the	DET
fis-1300	164	6	final	final	ADJ
fis-1300	164	7	way	way	NOUN
fis-1300	164	8	of	of	ADP
fis-1300	164	9	collapse	collapse	NOUN
fis-1300	164	10	in	in	ADP
fis-1300	164	11	a	a	DET
fis-1300	164	12	beam	beam	NOUN
fis-1300	164	13	was	be	AUX
fis-1300	164	14	same	same	ADJ
fis-1300	164	15	as	as	ADP
fis-1300	164	16	in	in	ADP
fis-1300	164	17	the	the	DET
fis-1300	164	18	experiment	experiment	NOUN
fis-1300	164	19	.	.	PUNCT
fis-1300	165	1	these	these	PRON
fis-1300	165	2	were	be	AUX
fis-1300	165	3	diagonaltension	diagonaltension	NOUN
fis-1300	165	4	failures	failure	NOUN
fis-1300	165	5	.	.	PUNCT
fis-1300	166	1	the	the	DET
fis-1300	166	2	comparison	comparison	NOUN
fis-1300	166	3	of	of	ADP
fis-1300	166	4	the	the	DET
fis-1300	166	5	total	total	ADJ
fis-1300	166	6	bearing	bearing	NOUN
fis-1300	166	7	capacity	capacity	NOUN
fis-1300	166	8	obtained	obtain	VERB
fis-1300	166	9	in	in	ADP
fis-1300	166	10	calculations	calculation	NOUN
fis-1300	166	11	and	and	CCONJ
fis-1300	166	12	that	that	PRON
fis-1300	166	13	obtained	obtain	VERB
fis-1300	166	14	in	in	ADP
fis-1300	166	15	experiments	experiment	NOUN
fis-1300	166	16	shows	show	VERB
fis-1300	166	17	very	very	ADV
fis-1300	166	18	good	good	ADJ
fis-1300	166	19	correlation	correlation	NOUN
fis-1300	166	20	for	for	ADP
fis-1300	166	21	both	both	CCONJ
fis-1300	166	22	the	the	DET
fis-1300	166	23	first	first	ADJ
fis-1300	166	24	and	and	CCONJ
fis-1300	166	25	second	second	ADJ
fis-1300	166	26	alternatives	alternative	NOUN
fis-1300	166	27	.	.	PUNCT
fis-1300	167	1	the	the	DET
fis-1300	167	2	medium	medium	ADJ
fis-1300	167	3	values	value	NOUN
fis-1300	167	4	of	of	ADP
fis-1300	167	5	pu	pu	PROPN
fis-1300	167	6	,	,	PUNCT
fis-1300	167	7	test	test	NOUN
fis-1300	167	8	/pu	/pu	PROPN
fis-1300	167	9	,	,	PUNCT
fis-1300	167	10	calc	calc	NOUN
fis-1300	167	11	are	be	AUX
fis-1300	167	12	0.97	0.97	NUM
fis-1300	167	13	and	and	CCONJ
fis-1300	167	14	t	t	PROPN
fis-1300	167	15	o.	o.	PROPN
fis-1300	167	16	sucharda	sucharda	PROPN
fis-1300	167	17	et	et	PROPN
fis-1300	167	18	alii	alii	PROPN
fis-1300	167	19	,	,	PUNCT
fis-1300	167	20	frattura	frattura	PROPN
fis-1300	167	21	ed	ed	PROPN
fis-1300	167	22	integrità	integrità	PROPN
fis-1300	167	23	strutturale	strutturale	PROPN
fis-1300	167	24	,	,	PUNCT
fis-1300	167	25	30	30	NUM
fis-1300	167	26	(	(	PUNCT
fis-1300	167	27	2014	2014	NUM
fis-1300	167	28	)	)	PUNCT
fis-1300	167	29	375	375	NUM
fis-1300	167	30	-	-	SYM
fis-1300	167	31	382	382	NUM
fis-1300	167	32	;	;	PUNCT
fis-1300	167	33	doi	doi	NOUN
fis-1300	167	34	:	:	PUNCT
fis-1300	167	35	10.3221	10.3221	NUM
fis-1300	167	36	/	/	SYM
fis-1300	167	37	igf	igf	PROPN
fis-1300	167	38	-	-	PUNCT
fis-1300	167	39	esis.30.45	esis.30.45	NOUN
fis-1300	167	40	381	381	NUM
fis-1300	167	41	1.08	1.08	NUM
fis-1300	167	42	.	.	PUNCT
fis-1300	168	1	in	in	ADP
fis-1300	168	2	case	case	NOUN
fis-1300	168	3	of	of	ADP
fis-1300	168	4	the	the	DET
fis-1300	168	5	maximum	maximum	ADJ
fis-1300	168	6	deformation	deformation	NOUN
fis-1300	168	7	the	the	DET
fis-1300	168	8	correlation	correlation	NOUN
fis-1300	168	9	was	be	AUX
fis-1300	168	10	not	not	PART
fis-1300	168	11	so	so	ADV
fis-1300	168	12	good	good	ADJ
fis-1300	168	13	.	.	PUNCT
fis-1300	169	1	the	the	DET
fis-1300	169	2	mean	mean	ADJ
fis-1300	169	3	value	value	NOUN
fis-1300	169	4	of	of	ADP
fis-1300	169	5	wu	wu	PROPN
fis-1300	169	6	,	,	PUNCT
fis-1300	169	7	test	test	NOUN
fis-1300	169	8	/wu	/wu	NOUN
fis-1300	169	9	,	,	PUNCT
fis-1300	169	10	calc	calc	NOUN
fis-1300	169	11	for	for	ADP
fis-1300	169	12	the	the	DET
fis-1300	169	13	first	first	ADJ
fis-1300	169	14	and	and	CCONJ
fis-1300	169	15	second	second	ADJ
fis-1300	169	16	alternatives	alternative	NOUN
fis-1300	169	17	is	be	AUX
fis-1300	169	18	1.14	1.14	NUM
fis-1300	169	19	and	and	CCONJ
fis-1300	169	20	1.29	1.29	NUM
fis-1300	169	21	,	,	PUNCT
fis-1300	169	22	respectively	respectively	ADV
fis-1300	169	23	.	.	PUNCT
fis-1300	170	1	the	the	DET
fis-1300	170	2	conclusion	conclusion	NOUN
fis-1300	170	3	,	,	PUNCT
fis-1300	170	4	however	however	ADV
fis-1300	170	5	,	,	PUNCT
fis-1300	170	6	is	be	AUX
fis-1300	170	7	that	that	SCONJ
fis-1300	170	8	the	the	DET
fis-1300	170	9	results	result	NOUN
fis-1300	170	10	are	be	AUX
fis-1300	170	11	satisfactory	satisfactory	ADJ
fis-1300	170	12	with	with	ADP
fis-1300	170	13	respect	respect	NOUN
fis-1300	170	14	to	to	ADP
fis-1300	170	15	the	the	DET
fis-1300	170	16	input	input	NOUN
fis-1300	170	17	data	datum	NOUN
fis-1300	170	18	.	.	PUNCT
fis-1300	171	1	it	it	PRON
fis-1300	171	2	follows	follow	VERB
fis-1300	171	3	from	from	ADP
fis-1300	171	4	the	the	DET
fis-1300	171	5	results	result	NOUN
fis-1300	171	6	that	that	PRON
fis-1300	171	7	the	the	DET
fis-1300	171	8	worst	bad	ADJ
fis-1300	171	9	correlation	correlation	NOUN
fis-1300	171	10	was	be	AUX
fis-1300	171	11	obtained	obtain	VERB
fis-1300	171	12	for	for	ADP
fis-1300	171	13	the	the	DET
fis-1300	171	14	oa1	oa1	NOUN
fis-1300	171	15	beam	beam	NOUN
fis-1300	171	16	for	for	ADP
fis-1300	171	17	which	which	PRON
fis-1300	171	18	the	the	DET
fis-1300	171	19	stochastic	stochastic	ADJ
fis-1300	171	20	analysis	analysis	NOUN
fis-1300	171	21	was	be	AUX
fis-1300	171	22	performed	perform	VERB
fis-1300	171	23	.	.	PUNCT
fis-1300	172	1	fig	fig	NOUN
fis-1300	172	2	.	.	PUNCT
fis-1300	173	1	7	7	NUM
fis-1300	173	2	shows	show	VERB
fis-1300	173	3	the	the	DET
fis-1300	173	4	final	final	ADJ
fis-1300	173	5	estimate	estimate	NOUN
fis-1300	173	6	of	of	ADP
fis-1300	173	7	the	the	DET
fis-1300	173	8	histogram	histogram	NOUN
fis-1300	173	9	for	for	ADP
fis-1300	173	10	the	the	DET
fis-1300	173	11	total	total	ADJ
fis-1300	173	12	bearing	bearing	NOUN
fis-1300	173	13	capacity	capacity	NOUN
fis-1300	173	14	.	.	PUNCT
fis-1300	174	1	it	it	PRON
fis-1300	174	2	follows	follow	VERB
fis-1300	174	3	from	from	ADP
fis-1300	174	4	the	the	DET
fis-1300	174	5	evaluation	evaluation	NOUN
fis-1300	174	6	of	of	ADP
fis-1300	174	7	the	the	DET
fis-1300	174	8	histogram	histogram	NOUN
fis-1300	174	9	data	datum	NOUN
fis-1300	174	10	and	and	CCONJ
fis-1300	174	11	comparison	comparison	NOUN
fis-1300	174	12	with	with	ADP
fis-1300	174	13	results	result	NOUN
fis-1300	174	14	of	of	ADP
fis-1300	174	15	the	the	DET
fis-1300	174	16	numerical	numerical	ADJ
fis-1300	174	17	analysis	analysis	NOUN
fis-1300	174	18	that	that	SCONJ
fis-1300	174	19	the	the	DET
fis-1300	174	20	bearing	bearing	NOUN
fis-1300	174	21	capacity	capacity	NOUN
fis-1300	174	22	ranges	range	VERB
fis-1300	174	23	in	in	ADP
fis-1300	174	24	a	a	DET
fis-1300	174	25	rather	rather	ADJ
fis-1300	174	26	interval	interval	NOUN
fis-1300	174	27	from	from	ADP
fis-1300	174	28	204.8	204.8	NUM
fis-1300	174	29	kn	kn	NOUN
fis-1300	174	30	until	until	ADP
fis-1300	174	31	368.4	368.4	NUM
fis-1300	174	32	kn	kn	PROPN
fis-1300	174	33	,	,	PUNCT
fis-1300	174	34	provided	provide	VERB
fis-1300	174	35	that	that	SCONJ
fis-1300	174	36	normal	normal	ADJ
fis-1300	174	37	distribution	distribution	NOUN
fis-1300	174	38	is	be	AUX
fis-1300	174	39	assumed	assume	VERB
fis-1300	174	40	.	.	PUNCT
fis-1300	175	1	the	the	DET
fis-1300	175	2	resulting	result	VERB
fis-1300	175	3	histogram	histogram	NOUN
fis-1300	175	4	is	be	AUX
fis-1300	175	5	assumed	assume	VERB
fis-1300	175	6	normal	normal	ADJ
fis-1300	175	7	distribution	distribution	NOUN
fis-1300	175	8	,	,	PUNCT
fis-1300	175	9	the	the	DET
fis-1300	175	10	mean	mean	ADJ
fis-1300	175	11	value	value	NOUN
fis-1300	175	12	is	be	AUX
fis-1300	175	13	302.5	302.5	NUM
fis-1300	175	14	kn	kn	NOUN
fis-1300	175	15	.	.	PUNCT
fis-1300	176	1	it	it	PRON
fis-1300	176	2	should	should	AUX
fis-1300	176	3	be	be	AUX
fis-1300	176	4	also	also	ADV
fis-1300	176	5	pointed	point	VERB
fis-1300	176	6	out	out	ADP
fis-1300	176	7	that	that	SCONJ
fis-1300	176	8	the	the	DET
fis-1300	176	9	results	result	NOUN
fis-1300	176	10	could	could	AUX
fis-1300	176	11	be	be	AUX
fis-1300	176	12	influenced	influence	VERB
fis-1300	176	13	by	by	ADP
fis-1300	176	14	the	the	DET
fis-1300	176	15	modelling	modelling	NOUN
fis-1300	176	16	of	of	ADP
fis-1300	176	17	supports	support	NOUN
fis-1300	176	18	and	and	CCONJ
fis-1300	176	19	loads	load	NOUN
fis-1300	176	20	,	,	PUNCT
fis-1300	176	21	by	by	ADP
fis-1300	176	22	the	the	DET
fis-1300	176	23	size	size	NOUN
fis-1300	176	24	of	of	ADP
fis-1300	176	25	the	the	DET
fis-1300	176	26	loading	loading	NOUN
fis-1300	176	27	step	step	NOUN
fis-1300	176	28	or	or	CCONJ
fis-1300	176	29	by	by	ADP
fis-1300	176	30	the	the	DET
fis-1300	176	31	size	size	NOUN
fis-1300	176	32	of	of	ADP
fis-1300	176	33	the	the	DET
fis-1300	176	34	finite	finite	ADJ
fis-1300	176	35	element	element	NOUN
fis-1300	176	36	.	.	PUNCT
fis-1300	177	1	conclusion	conclusion	NOUN
fis-1300	177	2	he	he	PRON
fis-1300	177	3	numerical	numerical	ADJ
fis-1300	177	4	analysis	analysis	NOUN
fis-1300	177	5	indicate	indicate	VERB
fis-1300	177	6	that	that	SCONJ
fis-1300	177	7	the	the	DET
fis-1300	177	8	calculations	calculation	NOUN
fis-1300	177	9	performed	perform	VERB
fis-1300	177	10	using	use	VERB
fis-1300	177	11	the	the	DET
fis-1300	177	12	fracture	fracture	ADJ
fis-1300	177	13	-	-	PUNCT
fis-1300	177	14	plastic	plastic	NOUN
fis-1300	177	15	material	material	NOUN
fis-1300	177	16	[	[	X
fis-1300	177	17	9	9	NUM
fis-1300	177	18	]	]	PUNCT
fis-1300	177	19	for	for	ADP
fis-1300	177	20	concrete	concrete	NOUN
fis-1300	177	21	describe	describe	VERB
fis-1300	177	22	the	the	DET
fis-1300	177	23	loading	loading	NOUN
fis-1300	177	24	process	process	NOUN
fis-1300	177	25	of	of	ADP
fis-1300	177	26	reinforced	reinforce	VERB
fis-1300	177	27	concrete	concrete	ADJ
fis-1300	177	28	beams	beam	NOUN
fis-1300	177	29	without	without	ADP
fis-1300	177	30	shear	shear	NOUN
fis-1300	177	31	reinforcement	reinforcement	NOUN
fis-1300	177	32	very	very	ADV
fis-1300	177	33	well	well	ADV
fis-1300	177	34	,	,	PUNCT
fis-1300	177	35	the	the	DET
fis-1300	177	36	final	final	ADJ
fis-1300	177	37	bearing	bearing	NOUN
fis-1300	177	38	capacity	capacity	NOUN
fis-1300	177	39	correlating	correlate	VERB
fis-1300	177	40	well	well	ADV
fis-1300	177	41	with	with	ADP
fis-1300	177	42	the	the	DET
fis-1300	177	43	experiments	experiment	NOUN
fis-1300	177	44	.	.	PUNCT
fis-1300	178	1	the	the	DET
fis-1300	178	2	maximum	maximum	ADJ
fis-1300	178	3	deformation	deformation	NOUN
fis-1300	178	4	of	of	ADP
fis-1300	178	5	the	the	DET
fis-1300	178	6	beam	beam	NOUN
fis-1300	178	7	also	also	ADV
fis-1300	178	8	proved	prove	VERB
fis-1300	178	9	good	good	ADJ
fis-1300	178	10	correlation	correlation	NOUN
fis-1300	178	11	between	between	ADP
fis-1300	178	12	the	the	DET
fis-1300	178	13	calculation	calculation	NOUN
fis-1300	178	14	and	and	CCONJ
fis-1300	178	15	experiment	experiment	NOUN
fis-1300	178	16	.	.	PUNCT
fis-1300	179	1	the	the	DET
fis-1300	179	2	calculation	calculation	NOUN
fis-1300	179	3	was	be	AUX
fis-1300	179	4	,	,	PUNCT
fis-1300	179	5	however	however	ADV
fis-1300	179	6	,	,	PUNCT
fis-1300	179	7	too	too	ADV
fis-1300	179	8	sensitive	sensitive	ADJ
fis-1300	179	9	to	to	ADP
fis-1300	179	10	input	input	NOUN
fis-1300	179	11	properties	property	NOUN
fis-1300	179	12	of	of	ADP
fis-1300	179	13	the	the	DET
fis-1300	179	14	concrete	concrete	NOUN
fis-1300	179	15	.	.	PUNCT
fis-1300	180	1	this	this	PRON
fis-1300	180	2	was	be	AUX
fis-1300	180	3	the	the	DET
fis-1300	180	4	evaluation	evaluation	NOUN
fis-1300	180	5	of	of	ADP
fis-1300	180	6	results	result	NOUN
fis-1300	180	7	of	of	ADP
fis-1300	180	8	the	the	DET
fis-1300	180	9	stochastic	stochastic	NOUN
fis-1300	180	10	modelling	modelling	NOUN
fis-1300	180	11	where	where	SCONJ
fis-1300	180	12	the	the	DET
fis-1300	180	13	final	final	ADJ
fis-1300	180	14	deformation	deformation	NOUN
fis-1300	180	15	and	and	CCONJ
fis-1300	180	16	bearing	bearing	NOUN
fis-1300	180	17	capacity	capacity	NOUN
fis-1300	180	18	lied	lie	VERB
fis-1300	180	19	in	in	ADP
fis-1300	180	20	a	a	DET
fis-1300	180	21	rather	rather	ADV
fis-1300	180	22	big	big	ADJ
fis-1300	180	23	interval	interval	NOUN
fis-1300	180	24	.	.	PUNCT
fis-1300	181	1	calculations	calculation	NOUN
fis-1300	181	2	which	which	PRON
fis-1300	181	3	used	use	VERB
fis-1300	181	4	the	the	DET
fis-1300	181	5	compressive	compressive	ADJ
fis-1300	181	6	strength	strength	NOUN
fis-1300	181	7	of	of	ADP
fis-1300	181	8	concrete	concrete	NOUN
fis-1300	181	9	only	only	ADV
fis-1300	181	10	described	describe	VERB
fis-1300	181	11	well	well	INTJ
fis-1300	181	12	the	the	DET
fis-1300	181	13	real	real	ADJ
fis-1300	181	14	behaviour	behaviour	NOUN
fis-1300	181	15	of	of	ADP
fis-1300	181	16	a	a	DET
fis-1300	181	17	beam	beam	NOUN
fis-1300	181	18	,	,	PUNCT
fis-1300	181	19	with	with	ADP
fis-1300	181	20	respect	respect	NOUN
fis-1300	181	21	to	to	ADP
fis-1300	181	22	the	the	DET
fis-1300	181	23	quantity	quantity	NOUN
fis-1300	181	24	of	of	ADP
fis-1300	181	25	estimated	estimate	VERB
fis-1300	181	26	input	input	NOUN
fis-1300	181	27	data	datum	NOUN
fis-1300	181	28	.	.	PUNCT
fis-1300	182	1	the	the	DET
fis-1300	182	2	results	result	NOUN
fis-1300	182	3	of	of	ADP
fis-1300	182	4	the	the	DET
fis-1300	182	5	numeric	numeric	ADJ
fis-1300	182	6	calculation	calculation	NOUN
fis-1300	182	7	and	and	CCONJ
fis-1300	182	8	stochastic	stochastic	NOUN
fis-1300	182	9	modelling	modelling	NOUN
fis-1300	182	10	can	can	AUX
fis-1300	182	11	be	be	AUX
fis-1300	182	12	used	use	VERB
fis-1300	182	13	in	in	ADP
fis-1300	182	14	calculation	calculation	NOUN
fis-1300	182	15	in	in	ADP
fis-1300	182	16	line	line	NOUN
fis-1300	182	17	with	with	ADP
fis-1300	182	18	the	the	DET
fis-1300	182	19	proposed	propose	VERB
fis-1300	182	20	standards	standard	NOUN
fis-1300	182	21	.	.	PUNCT
fis-1300	183	1	with	with	ADP
fis-1300	183	2	this	this	DET
fis-1300	183	3	procedure	procedure	NOUN
fis-1300	183	4	,	,	PUNCT
fis-1300	183	5	it	it	PRON
fis-1300	183	6	is	be	AUX
fis-1300	183	7	,	,	PUNCT
fis-1300	183	8	however	however	ADV
fis-1300	183	9	,	,	PUNCT
fis-1300	183	10	necessary	necessary	ADJ
fis-1300	183	11	to	to	PART
fis-1300	183	12	use	use	VERB
fis-1300	183	13	a	a	DET
fis-1300	183	14	suitable	suitable	ADJ
fis-1300	183	15	the	the	DET
fis-1300	183	16	global	global	ADJ
fis-1300	183	17	safety	safety	NOUN
fis-1300	183	18	limits	limit	NOUN
fis-1300	183	19	for	for	ADP
fis-1300	183	20	the	the	DET
fis-1300	183	21	design	design	NOUN
fis-1300	183	22	values	value	NOUN
fis-1300	183	23	.	.	PUNCT
fis-1300	184	1	the	the	DET
fis-1300	184	2	authors	author	NOUN
fis-1300	184	3	will	will	AUX
fis-1300	184	4	focus	focus	VERB
fis-1300	184	5	now	now	ADV
fis-1300	184	6	on	on	ADP
fis-1300	184	7	the	the	DET
fis-1300	184	8	stochastic	stochastic	NOUN
fis-1300	184	9	modelling	modelling	NOUN
fis-1300	184	10	and	and	CCONJ
fis-1300	184	11	probabilistic	probabilistic	ADJ
fis-1300	184	12	methods	method	NOUN
fis-1300	184	13	which	which	PRON
fis-1300	184	14	include	include	VERB
fis-1300	184	15	,	,	PUNCT
fis-1300	184	16	for	for	ADP
fis-1300	184	17	instance	instance	NOUN
fis-1300	184	18	,	,	PUNCT
fis-1300	184	19	[	[	X
fis-1300	184	20	13	13	NUM
fis-1300	184	21	]	]	PUNCT
fis-1300	184	22	,	,	PUNCT
fis-1300	184	23	[	[	X
fis-1300	184	24	15	15	NUM
fis-1300	184	25	]	]	PUNCT
fis-1300	184	26	and	and	CCONJ
fis-1300	184	27	[	[	X
fis-1300	184	28	16	16	NUM
fis-1300	184	29	]	]	PUNCT
fis-1300	184	30	.	.	PUNCT
fis-1300	185	1	the	the	DET
fis-1300	185	2	reason	reason	NOUN
fis-1300	185	3	is	be	AUX
fis-1300	185	4	that	that	SCONJ
fis-1300	185	5	the	the	DET
fis-1300	185	6	stochastic	stochastic	ADJ
fis-1300	185	7	calculations	calculation	NOUN
fis-1300	185	8	take	take	VERB
fis-1300	185	9	much	much	ADJ
fis-1300	185	10	time	time	NOUN
fis-1300	185	11	and	and	CCONJ
fis-1300	185	12	this	this	PRON
fis-1300	185	13	makes	make	VERB
fis-1300	185	14	them	they	PRON
fis-1300	185	15	inconvenient	inconvenient	VERB
fis-1300	185	16	for	for	ADP
fis-1300	185	17	wide	wide	ADJ
fis-1300	185	18	use	use	NOUN
fis-1300	185	19	and	and	CCONJ
fis-1300	185	20	for	for	ADP
fis-1300	185	21	drawing	draw	VERB
fis-1300	185	22	conclusions	conclusion	NOUN
fis-1300	185	23	.	.	PUNCT
fis-1300	186	1	in	in	ADP
fis-1300	186	2	general	general	ADJ
fis-1300	186	3	,	,	PUNCT
fis-1300	186	4	the	the	DET
fis-1300	186	5	model	model	NOUN
fis-1300	186	6	of	of	ADP
fis-1300	186	7	concrete	concrete	ADJ
fis-1300	186	8	describes	describe	VERB
fis-1300	186	9	well	well	INTJ
fis-1300	186	10	the	the	DET
fis-1300	186	11	total	total	ADJ
fis-1300	186	12	bearing	bearing	NOUN
fis-1300	186	13	capacity	capacity	NOUN
fis-1300	186	14	of	of	ADP
fis-1300	186	15	a	a	DET
fis-1300	186	16	concrete	concrete	ADJ
fis-1300	186	17	beam	beam	NOUN
fis-1300	186	18	and	and	CCONJ
fis-1300	186	19	development	development	NOUN
fis-1300	186	20	of	of	ADP
fis-1300	186	21	failure	failure	NOUN
fis-1300	186	22	during	during	ADP
fis-1300	186	23	loading	loading	NOUN
fis-1300	186	24	.	.	PUNCT
fis-1300	187	1	the	the	DET
fis-1300	187	2	reason	reason	NOUN
fis-1300	187	3	for	for	ADP
fis-1300	187	4	difference	difference	NOUN
fis-1300	187	5	between	between	ADP
fis-1300	187	6	the	the	DET
fis-1300	187	7	experiments	experiment	NOUN
fis-1300	187	8	and	and	CCONJ
fis-1300	187	9	numerical	numerical	ADJ
fis-1300	187	10	analyses	analysis	NOUN
fis-1300	187	11	is	be	AUX
fis-1300	187	12	probably	probably	ADV
fis-1300	187	13	approximation	approximation	NOUN
fis-1300	187	14	of	of	ADP
fis-1300	187	15	specific	specific	ADJ
fis-1300	187	16	parameters	parameter	NOUN
fis-1300	187	17	and	and	CCONJ
fis-1300	187	18	uncertainty	uncertainty	NOUN
fis-1300	187	19	in	in	ADP
fis-1300	187	20	input	input	NOUN
fis-1300	187	21	data	datum	NOUN
fis-1300	187	22	.	.	PUNCT
fis-1300	188	1	acknowledgement	acknowledgement	NOUN
fis-1300	188	2	he	he	PRON
fis-1300	188	3	works	work	VERB
fis-1300	188	4	were	be	AUX
fis-1300	188	5	supported	support	VERB
fis-1300	188	6	from	from	ADP
fis-1300	188	7	sources	source	NOUN
fis-1300	188	8	for	for	ADP
fis-1300	188	9	conceptual	conceptual	ADJ
fis-1300	188	10	development	development	NOUN
fis-1300	188	11	of	of	ADP
fis-1300	188	12	research	research	NOUN
fis-1300	188	13	,	,	PUNCT
fis-1300	188	14	development	development	NOUN
fis-1300	188	15	and	and	CCONJ
fis-1300	188	16	innovations	innovation	NOUN
fis-1300	188	17	for	for	ADP
fis-1300	188	18	2014	2014	NUM
fis-1300	188	19	at	at	ADP
fis-1300	188	20	the	the	DET
fis-1300	188	21	všb	všb	NOUN
fis-1300	188	22	-	-	PUNCT
fis-1300	188	23	technical	technical	ADJ
fis-1300	188	24	university	university	PROPN
fis-1300	188	25	of	of	ADP
fis-1300	188	26	ostrava	ostrava	PROPN
fis-1300	188	27	which	which	PRON
fis-1300	188	28	were	be	AUX
fis-1300	188	29	granted	grant	VERB
fis-1300	188	30	by	by	ADP
fis-1300	188	31	the	the	DET
fis-1300	188	32	ministry	ministry	PROPN
fis-1300	188	33	of	of	ADP
fis-1300	188	34	education	education	PROPN
fis-1300	188	35	,	,	PUNCT
fis-1300	188	36	youths	youth	NOUN
fis-1300	188	37	and	and	CCONJ
fis-1300	188	38	sports	sport	NOUN
fis-1300	188	39	of	of	ADP
fis-1300	188	40	the	the	DET
fis-1300	188	41	czech	czech	PROPN
fis-1300	188	42	republic	republic	NOUN
fis-1300	188	43	.	.	PUNCT
fis-1300	189	1	references	reference	NOUN
fis-1300	189	2	[	[	X
fis-1300	189	3	1	1	NUM
fis-1300	189	4	]	]	X
fis-1300	189	5	asce	asce	NOUN
fis-1300	189	6	,	,	PUNCT
fis-1300	189	7	finite	finite	PROPN
fis-1300	189	8	element	element	NOUN
fis-1300	189	9	analysis	analysis	NOUN
fis-1300	189	10	of	of	ADP
fis-1300	189	11	reinforced	reinforce	VERB
fis-1300	189	12	concrete	concrete	NOUN
fis-1300	189	13	,	,	PUNCT
fis-1300	189	14	state	state	NOUN
fis-1300	189	15	of	of	ADP
fis-1300	189	16	-	-	PUNCT
fis-1300	189	17	the	the	DET
fis-1300	189	18	-	-	PUNCT
fis-1300	189	19	art	art	NOUN
fis-1300	189	20	,	,	PUNCT
fis-1300	189	21	(	(	PUNCT
fis-1300	189	22	1982	1982	NUM
fis-1300	189	23	)	)	PUNCT
fis-1300	189	24	545	545	NUM
fis-1300	189	25	.	.	PUNCT
fis-1300	190	1	[	[	X
fis-1300	190	2	2	2	NUM
fis-1300	190	3	]	]	PUNCT
fis-1300	190	4	bresler	bresler	NOUN
fis-1300	190	5	,	,	PUNCT
fis-1300	190	6	b.	b.	PROPN
fis-1300	190	7	,	,	PUNCT
fis-1300	190	8	scordelis	scordelis	PROPN
fis-1300	190	9	,	,	PUNCT
fis-1300	190	10	a.	a.	PROPN
fis-1300	190	11	c.	c.	PROPN
fis-1300	190	12	,	,	PUNCT
fis-1300	190	13	shear	shear	NOUN
fis-1300	190	14	strength	strength	NOUN
fis-1300	190	15	of	of	ADP
fis-1300	190	16	reinforced	reinforce	VERB
fis-1300	190	17	concrete	concrete	ADJ
fis-1300	190	18	beams	beam	NOUN
fis-1300	190	19	,	,	PUNCT
fis-1300	190	20	journal	journal	NOUN
fis-1300	190	21	of	of	ADP
fis-1300	190	22	american	american	PROPN
fis-1300	190	23	concrete	concrete	PROPN
fis-1300	190	24	institute	institute	PROPN
fis-1300	190	25	,	,	PUNCT
fis-1300	190	26	60	60	NUM
fis-1300	190	27	(	(	PUNCT
fis-1300	190	28	1	1	NUM
fis-1300	190	29	)	)	PUNCT
fis-1300	190	30	(	(	PUNCT
fis-1300	190	31	1963	1963	NUM
fis-1300	190	32	)	)	PUNCT
fis-1300	190	33	51	51	NUM
fis-1300	190	34	-	-	SYM
fis-1300	190	35	72	72	NUM
fis-1300	190	36	.	.	PUNCT
fis-1300	191	1	[	[	X
fis-1300	191	2	3	3	X
fis-1300	191	3	]	]	X
fis-1300	191	4	ceb	ceb	PROPN
fis-1300	191	5	fip	fip	PROPN
fis-1300	191	6	model	model	PROPN
fis-1300	191	7	code	code	PROPN
fis-1300	191	8	1990	1990	NUM
fis-1300	191	9	:	:	PUNCT
fis-1300	191	10	design	design	NOUN
fis-1300	191	11	code	code	NOUN
fis-1300	191	12	.	.	PUNCT
fis-1300	192	1	by	by	ADP
fis-1300	192	2	comite	comite	PROPN
fis-1300	192	3	euro	euro	PROPN
fis-1300	192	4	-	-	PUNCT
fis-1300	192	5	international	international	PROPN
fis-1300	192	6	du	du	PROPN
fis-1300	192	7	beton	beton	PROPN
fis-1300	192	8	,	,	PUNCT
fis-1300	192	9	thomas	thomas	PROPN
fis-1300	192	10	telford	telford	PROPN
fis-1300	192	11	,	,	PUNCT
fis-1300	192	12	(	(	PUNCT
fis-1300	192	13	1993	1993	NUM
fis-1300	192	14	)	)	PUNCT
fis-1300	192	15	.	.	PUNCT
fis-1300	193	1	[	[	X
fis-1300	193	2	4	4	X
fis-1300	193	3	]	]	X
fis-1300	193	4	ceb	ceb	PROPN
fis-1300	193	5	–	–	PUNCT
fis-1300	193	6	fip	fip	PROPN
fis-1300	193	7	model	model	NOUN
fis-1300	193	8	code	code	PROPN
fis-1300	193	9	2010	2010	NUM
fis-1300	193	10	,	,	PUNCT
fis-1300	193	11	first	first	ADJ
fis-1300	193	12	complete	complete	ADJ
fis-1300	193	13	draft	draft	NOUN
fis-1300	193	14	,	,	PUNCT
fis-1300	193	15	draft	draft	NOUN
fis-1300	193	16	model	model	NOUN
fis-1300	193	17	code	code	NOUN
fis-1300	193	18	.	.	PUNCT
fis-1300	194	1	1	1	NUM
fis-1300	194	2	(	(	PUNCT
fis-1300	194	3	2010	2010	NUM
fis-1300	194	4	)	)	PUNCT
fis-1300	195	1	[	[	X
fis-1300	195	2	5	5	NUM
fis-1300	195	3	]	]	X
fis-1300	195	4	chen	chen	PROPN
fis-1300	195	5	,	,	PUNCT
fis-1300	195	6	w.	w.	PROPN
fis-1300	195	7	f.	f.	PROPN
fis-1300	195	8	,	,	PUNCT
fis-1300	195	9	plasticity	plasticity	NOUN
fis-1300	195	10	in	in	ADP
fis-1300	195	11	reinforced	reinforce	VERB
fis-1300	195	12	concrete	concrete	NOUN
fis-1300	195	13	.	.	PUNCT
fis-1300	196	1	mc	mc	PROPN
fis-1300	196	2	.	.	PROPN
fis-1300	196	3	new	new	PROPN
fis-1300	196	4	york	york	PROPN
fis-1300	196	5	,	,	PUNCT
fis-1300	196	6	graw	graw	PROPN
fis-1300	196	7	hill	hill	PROPN
fis-1300	196	8	,	,	PUNCT
fis-1300	196	9	(	(	PUNCT
fis-1300	196	10	1982	1982	NUM
fis-1300	196	11	)	)	PUNCT
fis-1300	196	12	.	.	PUNCT
fis-1300	197	1	[	[	X
fis-1300	197	2	6	6	NUM
fis-1300	197	3	]	]	PUNCT
fis-1300	197	4	computer	computer	NOUN
fis-1300	197	5	program	program	NOUN
fis-1300	197	6	atena	atena	NOUN
fis-1300	197	7	:	:	PUNCT
fis-1300	197	8	theory	theory	NOUN
fis-1300	197	9	manual	manual	NOUN
fis-1300	197	10	.	.	PUNCT
fis-1300	198	1	praha	praha	PROPN
fis-1300	198	2	,	,	PUNCT
fis-1300	198	3	červenka	červenka	PROPN
fis-1300	198	4	consulting	consulting	NOUN
fis-1300	198	5	,	,	PUNCT
fis-1300	198	6	(	(	PUNCT
fis-1300	198	7	2000	2000	NUM
fis-1300	198	8	)	)	PUNCT
fis-1300	198	9	.	.	PUNCT
fis-1300	199	1	[	[	X
fis-1300	199	2	7	7	X
fis-1300	199	3	]	]	X
fis-1300	199	4	computer	computer	NOUN
fis-1300	199	5	pragram	pragram	NOUN
fis-1300	199	6	freet	freet	NOUN
fis-1300	199	7	(	(	PUNCT
fis-1300	199	8	computer	computer	NOUN
fis-1300	199	9	program	program	NOUN
fis-1300	199	10	for	for	ADP
fis-1300	199	11	statistical	statistical	ADJ
fis-1300	199	12	,	,	PUNCT
fis-1300	199	13	sensitivity	sensitivity	NOUN
fis-1300	199	14	and	and	CCONJ
fis-1300	199	15	probabilistic	probabilistic	ADJ
fis-1300	199	16	analysis	analysis	NOUN
fis-1300	199	17	):	):	PUNCT
fis-1300	199	18	theory	theory	NOUN
fis-1300	199	19	manual	manual	NOUN
fis-1300	199	20	.	.	PUNCT
fis-1300	200	1	brno	brno	NOUN
fis-1300	200	2	,	,	PUNCT
fis-1300	200	3	(	(	PUNCT
fis-1300	200	4	2002	2002	NUM
fis-1300	200	5	)	)	PUNCT
fis-1300	200	6	.	.	PUNCT
fis-1300	201	1	[	[	X
fis-1300	201	2	8	8	NUM
fis-1300	201	3	]	]	PUNCT
fis-1300	201	4	computer	computer	NOUN
fis-1300	201	5	pragram	pragram	NOUN
fis-1300	201	6	freet	freet	NOUN
fis-1300	201	7	(	(	PUNCT
fis-1300	201	8	computer	computer	NOUN
fis-1300	201	9	program	program	NOUN
fis-1300	201	10	for	for	ADP
fis-1300	201	11	statistical	statistical	ADJ
fis-1300	201	12	,	,	PUNCT
fis-1300	201	13	sensitivity	sensitivity	NOUN
fis-1300	201	14	and	and	CCONJ
fis-1300	201	15	probabilistic	probabilistic	ADJ
fis-1300	201	16	analysis	analysis	NOUN
fis-1300	201	17	):	):	PUNCT
fis-1300	201	18	user	user	NOUN
fis-1300	201	19	manual	manual	NOUN
fis-1300	201	20	.	.	PUNCT
fis-1300	202	1	brno	brno	NOUN
fis-1300	202	2	,	,	PUNCT
fis-1300	202	3	(	(	PUNCT
fis-1300	202	4	2004	2004	NUM
fis-1300	202	5	)	)	PUNCT
fis-1300	202	6	.	.	PUNCT
fis-1300	203	1	[	[	X
fis-1300	203	2	9	9	NUM
fis-1300	203	3	]	]	SYM
fis-1300	203	4	červenka	červenka	NOUN
fis-1300	203	5	,	,	PUNCT
fis-1300	203	6	j.	j.	PROPN
fis-1300	203	7	,	,	PUNCT
fis-1300	203	8	papanikolaou	papanikolaou	NOUN
fis-1300	203	9	,	,	PUNCT
fis-1300	203	10	v.	v.	PROPN
fis-1300	203	11	k.	k.	PROPN
fis-1300	203	12	,	,	PUNCT
fis-1300	203	13	three	three	NUM
fis-1300	203	14	dimensional	dimensional	ADJ
fis-1300	203	15	combined	combine	VERB
fis-1300	203	16	fracture	fracture	ADJ
fis-1300	203	17	-	-	PUNCT
fis-1300	203	18	plastic	plastic	NOUN
fis-1300	203	19	material	material	NOUN
fis-1300	203	20	model	model	NOUN
fis-1300	203	21	for	for	ADP
fis-1300	203	22	concrete	concrete	NOUN
fis-1300	203	23	.	.	PUNCT
fis-1300	204	1	int	int	NOUN
fis-1300	204	2	.	.	PUNCT
fis-1300	205	1	j.	j.	PROPN
fis-1300	205	2	plasticity	plasticity	PROPN
fis-1300	205	3	,	,	PUNCT
fis-1300	205	4	24(12	24(12	NUM
fis-1300	205	5	)	)	PUNCT
fis-1300	205	6	(	(	PUNCT
fis-1300	205	7	2008	2008	NUM
fis-1300	205	8	)	)	PUNCT
fis-1300	205	9	2192	2192	NUM
fis-1300	205	10	-	-	SYM
fis-1300	205	11	2220	2220	NUM
fis-1300	205	12	.	.	PUNCT
fis-1300	206	1	t	t	PROPN
fis-1300	206	2	t	t	PROPN
fis-1300	206	3	o.	o.	PROPN
fis-1300	206	4	sucharda	sucharda	PROPN
fis-1300	206	5	et	et	PROPN
fis-1300	206	6	alii	alii	PROPN
fis-1300	206	7	,	,	PUNCT
fis-1300	206	8	frattura	frattura	PROPN
fis-1300	206	9	ed	ed	PROPN
fis-1300	206	10	integrità	integrità	PROPN
fis-1300	206	11	strutturale	strutturale	PROPN
fis-1300	206	12	,	,	PUNCT
fis-1300	206	13	30	30	NUM
fis-1300	206	14	(	(	PUNCT
fis-1300	206	15	2014	2014	NUM
fis-1300	206	16	)	)	PUNCT
fis-1300	206	17	375	375	NUM
fis-1300	206	18	-	-	SYM
fis-1300	206	19	382	382	NUM
fis-1300	206	20	;	;	PUNCT
fis-1300	206	21	doi	doi	NOUN
fis-1300	206	22	:	:	PUNCT
fis-1300	206	23	10.3221	10.3221	NUM
fis-1300	206	24	/	/	SYM
fis-1300	206	25	igf	igf	PROPN
fis-1300	206	26	-	-	PUNCT
fis-1300	206	27	esis.30.45	esis.30.45	NOUN
fis-1300	206	28	382	382	NUM
fis-1300	207	1	[	[	X
fis-1300	207	2	10	10	NUM
fis-1300	207	3	]	]	SYM
fis-1300	207	4	červenka	červenka	NOUN
fis-1300	207	5	,	,	PUNCT
fis-1300	207	6	v.	v.	ADV
fis-1300	207	7	,	,	PUNCT
fis-1300	207	8	červenka	červenka	NOUN
fis-1300	207	9	,	,	PUNCT
fis-1300	207	10	j.	j.	PROPN
fis-1300	207	11	,	,	PUNCT
fis-1300	207	12	pukl	pukl	PROPN
fis-1300	207	13	,	,	PUNCT
fis-1300	207	14	r.	r.	PROPN
fis-1300	207	15	,	,	PUNCT
fis-1300	207	16	atena	atena	VERB
fis-1300	207	17	a	a	DET
fis-1300	207	18	tool	tool	NOUN
fis-1300	207	19	for	for	ADP
fis-1300	207	20	engineering	engineer	VERB
fis-1300	207	21	analysis	analysis	NOUN
fis-1300	207	22	of	of	ADP
fis-1300	207	23	fracture	fracture	NOUN
fis-1300	207	24	in	in	ADP
fis-1300	207	25	concrete	concrete	ADJ
fis-1300	207	26	,	,	PUNCT
fis-1300	207	27	sadhanaacademy	sadhanaacademy	NOUN
fis-1300	207	28	proceedings	proceeding	NOUN
fis-1300	207	29	in	in	ADP
fis-1300	207	30	engineering	engineering	NOUN
fis-1300	207	31	sciences	science	NOUN
fis-1300	207	32	,	,	PUNCT
fis-1300	207	33	(	(	PUNCT
fis-1300	207	34	2002	2002	NUM
fis-1300	207	35	)	)	PUNCT
fis-1300	207	36	485	485	NUM
fis-1300	207	37	-	-	SYM
fis-1300	207	38	492	492	NUM
fis-1300	207	39	.	.	PUNCT
fis-1300	208	1	[	[	X
fis-1300	208	2	11	11	NUM
fis-1300	208	3	]	]	SYM
fis-1300	208	4	iso	iso	NOUN
fis-1300	208	5	2394	2394	NUM
fis-1300	208	6	general	general	ADJ
fis-1300	208	7	principles	principle	NOUN
fis-1300	208	8	on	on	ADP
fis-1300	208	9	reliability	reliability	NOUN
fis-1300	208	10	for	for	ADP
fis-1300	208	11	structures	structure	NOUN
fis-1300	208	12	,	,	PUNCT
fis-1300	208	13	iso	iso	NOUN
fis-1300	208	14	(	(	PUNCT
fis-1300	208	15	1998	1998	NUM
fis-1300	208	16	)	)	PUNCT
fis-1300	208	17	.	.	PUNCT
fis-1300	209	1	[	[	X
fis-1300	209	2	12	12	NUM
fis-1300	209	3	]	]	X
fis-1300	209	4	jcss	jcss	PROPN
fis-1300	209	5	:	:	PUNCT
fis-1300	209	6	probabilistic	probabilistic	ADJ
fis-1300	209	7	model	model	NOUN
fis-1300	209	8	code	code	PROPN
fis-1300	209	9	.	.	PUNCT
fis-1300	210	1	jcss	jcss	PROPN
fis-1300	210	2	working	working	NOUN
fis-1300	210	3	material	material	NOUN
fis-1300	211	1	[	[	X
fis-1300	211	2	online	online	X
fis-1300	211	3	]	]	X
fis-1300	211	4	,	,	PUNCT
fis-1300	211	5	http://www.jcss.ethz.ch/	http://www.jcss.ethz.ch/	ADJ
fis-1300	211	6	,	,	PUNCT
fis-1300	211	7	(	(	PUNCT
fis-1300	211	8	2012	2012	NUM
fis-1300	211	9	)	)	PUNCT
fis-1300	212	1	[	[	X
fis-1300	212	2	13	13	NUM
fis-1300	212	3	]	]	PUNCT
fis-1300	212	4	králik	králik	NOUN
fis-1300	212	5	,	,	PUNCT
fis-1300	212	6	j.	j.	PROPN
fis-1300	212	7	,	,	PUNCT
fis-1300	212	8	a	a	DET
fis-1300	212	9	rsm	rsm	NOUN
fis-1300	212	10	method	method	NOUN
fis-1300	212	11	for	for	ADP
fis-1300	212	12	probabilistic	probabilistic	ADJ
fis-1300	212	13	nonlinear	nonlinear	ADJ
fis-1300	212	14	analysis	analysis	NOUN
fis-1300	212	15	of	of	ADP
fis-1300	212	16	reinforced	reinforce	VERB
fis-1300	212	17	concrete	concrete	ADJ
fis-1300	212	18	bubbler	bubbler	NOUN
fis-1300	212	19	tower	tower	NOUN
fis-1300	212	20	structure	structure	NOUN
fis-1300	212	21	integrity	integrity	NOUN
fis-1300	212	22	,	,	PUNCT
fis-1300	212	23	in	in	ADP
fis-1300	212	24	:	:	PUNCT
fis-1300	212	25	proc	proc	NOUN
fis-1300	212	26	.	.	PUNCT
fis-1300	213	1	european	european	ADJ
fis-1300	213	2	safety	safety	NOUN
fis-1300	213	3	and	and	CCONJ
fis-1300	213	4	reliability	reliability	NOUN
fis-1300	213	5	conference	conference	NOUN
fis-1300	213	6	,	,	PUNCT
fis-1300	213	7	esrel	esrel	NOUN
fis-1300	213	8	2009	2009	NUM
fis-1300	213	9	,	,	PUNCT
fis-1300	213	10	reliability	reliability	NOUN
fis-1300	213	11	,	,	PUNCT
fis-1300	213	12	risk	risk	NOUN
fis-1300	213	13	and	and	CCONJ
fis-1300	213	14	safety	safety	NOUN
fis-1300	213	15	,	,	PUNCT
fis-1300	213	16	theory	theory	NOUN
fis-1300	213	17	and	and	CCONJ
fis-1300	213	18	applications	application	NOUN
fis-1300	213	19	,	,	PUNCT
fis-1300	213	20	crc	crc	NOUN
fis-1300	213	21	press	press	NOUN
fis-1300	213	22	/	/	SYM
fis-1300	213	23	a.balkema	a.balkema	NOUN
fis-1300	213	24	book	book	NOUN
fis-1300	213	25	,	,	PUNCT
fis-1300	213	26	taylor	taylor	PROPN
fis-1300	213	27	francis	francis	PROPN
fis-1300	213	28	group	group	PROPN
fis-1300	213	29	,	,	PUNCT
fis-1300	213	30	prague	prague	PROPN
fis-1300	213	31	,	,	PUNCT
fis-1300	213	32	2	2	NUM
fis-1300	213	33	(	(	PUNCT
fis-1300	213	34	2009	2009	NUM
fis-1300	213	35	)	)	PUNCT
fis-1300	213	36	1369	1369	NUM
fis-1300	213	37	-	-	SYM
fis-1300	213	38	1372	1372	NUM
fis-1300	213	39	.	.	PUNCT
fis-1300	214	1	[	[	X
fis-1300	214	2	14	14	NUM
fis-1300	214	3	]	]	X
fis-1300	214	4	kralik	kralik	PROPN
fis-1300	214	5	,	,	PUNCT
fis-1300	214	6	j.	j.	PROPN
fis-1300	214	7	,	,	PUNCT
fis-1300	214	8	kralik	kralik	PROPN
fis-1300	214	9	,	,	PUNCT
fis-1300	214	10	j.	j.	PROPN
fis-1300	214	11	,	,	PUNCT
fis-1300	214	12	seismic	seismic	ADJ
fis-1300	214	13	analysis	analysis	NOUN
fis-1300	214	14	of	of	ADP
fis-1300	214	15	reinforced	reinforce	VERB
fis-1300	214	16	concrete	concrete	ADJ
fis-1300	214	17	frame	frame	NOUN
fis-1300	214	18	-	-	PUNCT
fis-1300	214	19	wall	wall	NOUN
fis-1300	214	20	systems	system	NOUN
fis-1300	214	21	considering	consider	VERB
fis-1300	214	22	ductility	ductility	NOUN
fis-1300	214	23	effects	effect	NOUN
fis-1300	214	24	in	in	ADP
fis-1300	214	25	accordance	accordance	NOUN
fis-1300	214	26	to	to	PART
fis-1300	214	27	eurocode	eurocode	VERB
fis-1300	214	28	,	,	PUNCT
fis-1300	214	29	engineering	engineering	NOUN
fis-1300	214	30	structures	structure	NOUN
fis-1300	214	31	,	,	PUNCT
fis-1300	214	32	31(12	31(12	NUM
fis-1300	214	33	)	)	PUNCT
fis-1300	214	34	(	(	PUNCT
fis-1300	214	35	2011	2011	NUM
fis-1300	214	36	)	)	PUNCT
fis-1300	214	37	2865	2865	NUM
fis-1300	214	38	-	-	SYM
fis-1300	214	39	2872	2872	NUM
fis-1300	214	40	.	.	PUNCT
fis-1300	215	1	[	[	X
fis-1300	215	2	15	15	NUM
fis-1300	215	3	]	]	X
fis-1300	215	4	králik	králik	NOUN
fis-1300	215	5	,	,	PUNCT
fis-1300	215	6	j.	j.	PROPN
fis-1300	215	7	,	,	PUNCT
fis-1300	215	8	deterministic	deterministic	ADJ
fis-1300	215	9	and	and	CCONJ
fis-1300	215	10	probabilistic	probabilistic	ADJ
fis-1300	215	11	analysis	analysis	NOUN
fis-1300	215	12	of	of	ADP
fis-1300	215	13	steel	steel	NOUN
fis-1300	215	14	frame	frame	NOUN
fis-1300	215	15	bracing	brace	VERB
fis-1300	215	16	system	system	NOUN
fis-1300	215	17	efficiency	efficiency	NOUN
fis-1300	215	18	.	.	PUNCT
fis-1300	216	1	in	in	ADP
fis-1300	216	2	:	:	PUNCT
fis-1300	216	3	4th	4th	ADJ
fis-1300	216	4	international	international	ADJ
fis-1300	216	5	conference	conference	NOUN
fis-1300	216	6	on	on	ADP
fis-1300	216	7	mechanical	mechanical	ADJ
fis-1300	216	8	and	and	CCONJ
fis-1300	216	9	aerospace	aerospace	NOUN
fis-1300	216	10	engineering	engineering	NOUN
fis-1300	216	11	,	,	PUNCT
fis-1300	216	12	icmae	icmae	NOUN
fis-1300	216	13	2013	2013	NUM
fis-1300	216	14	,	,	PUNCT
fis-1300	216	15	applied	apply	VERB
fis-1300	216	16	mechanics	mechanic	NOUN
fis-1300	216	17	and	and	CCONJ
fis-1300	216	18	materials	material	NOUN
fis-1300	216	19	,	,	PUNCT
fis-1300	216	20	390	390	NUM
fis-1300	216	21	(	(	PUNCT
fis-1300	216	22	2013)s	2013)s	PROPN
fis-1300	216	23	172	172	NUM
fis-1300	216	24	-	-	SYM
fis-1300	216	25	177	177	NUM
fis-1300	216	26	.	.	PUNCT
fis-1300	217	1	[	[	X
fis-1300	217	2	16	16	NUM
fis-1300	217	3	]	]	X
fis-1300	217	4	krejsa	krejsa	PROPN
fis-1300	217	5	,	,	PUNCT
fis-1300	217	6	m.	m.	NOUN
fis-1300	217	7	,	,	PUNCT
fis-1300	217	8	janas	janas	PROPN
fis-1300	217	9	,	,	PUNCT
fis-1300	217	10	p.	p.	PROPN
fis-1300	217	11	,	,	PUNCT
fis-1300	217	12	čajka	čajka	PROPN
fis-1300	217	13	,	,	PUNCT
fis-1300	217	14	r.	r.	PROPN
fis-1300	217	15	,	,	PUNCT
fis-1300	217	16	using	use	VERB
fis-1300	217	17	doproc	doproc	ADJ
fis-1300	217	18	method	method	NOUN
fis-1300	217	19	in	in	ADP
fis-1300	217	20	structural	structural	ADJ
fis-1300	217	21	reliability	reliability	NOUN
fis-1300	217	22	assessment	assessment	NOUN
fis-1300	217	23	.	.	PUNCT
fis-1300	218	1	in	in	ADP
fis-1300	218	2	:	:	PUNCT
fis-1300	218	3	mechatronics	mechatronic	NOUN
fis-1300	218	4	and	and	CCONJ
fis-1300	218	5	applied	apply	VERB
fis-1300	218	6	mechanics	mechanic	NOUN
fis-1300	218	7	ii	ii	PROPN
fis-1300	218	8	,	,	PUNCT
fis-1300	218	9	pts	pt	NOUN
fis-1300	218	10	1	1	NUM
fis-1300	218	11	and	and	CCONJ
fis-1300	218	12	2	2	NUM
fis-1300	218	13	,	,	PUNCT
fis-1300	218	14	2nd	2nd	ADJ
fis-1300	218	15	international	international	ADJ
fis-1300	218	16	conference	conference	NOUN
fis-1300	218	17	on	on	ADP
fis-1300	218	18	mechatronics	mechatronic	NOUN
fis-1300	218	19	and	and	CCONJ
fis-1300	218	20	applied	apply	VERB
fis-1300	218	21	mechanics	mechanic	NOUN
fis-1300	218	22	(	(	PUNCT
fis-1300	218	23	icmam2012	icmam2012	PROPN
fis-1300	218	24	)	)	PUNCT
fis-1300	218	25	,	,	PUNCT
fis-1300	218	26	applied	apply	VERB
fis-1300	218	27	mechanics	mechanic	NOUN
fis-1300	218	28	and	and	CCONJ
fis-1300	218	29	materiále	materiále	NOUN
fis-1300	218	30	.	.	PUNCT
fis-1300	219	1	300	300	NUM
fis-1300	219	2	-	-	SYM
fis-1300	219	3	301	301	NUM
fis-1300	219	4	(	(	PUNCT
fis-1300	219	5	2013	2013	NUM
fis-1300	219	6	)	)	PUNCT
fis-1300	219	7	860	860	NUM
fis-1300	219	8	-	-	SYM
fis-1300	219	9	869	869	NUM
fis-1300	219	10	.	.	PUNCT
fis-1300	220	1	doi	doi	NOUN
fis-1300	220	2	:	:	PUNCT
fis-1300	220	3	10.4028	10.4028	NUM
fis-1300	220	4	/	/	SYM
fis-1300	220	5	www.scientific.net	www.scientific.net	NOUN
fis-1300	220	6	/	/	SYM
fis-1300	220	7	amm.300	amm.300	NOUN
fis-1300	220	8	-	-	PUNCT
fis-1300	220	9	301.860	301.860	NUM
fis-1300	220	10	.	.	PUNCT
fis-1300	221	1	[	[	X
fis-1300	221	2	17	17	NUM
fis-1300	221	3	]	]	X
fis-1300	221	4	novák	novák	PROPN
fis-1300	221	5	,	,	PUNCT
fis-1300	221	6	d.	d.	PROPN
fis-1300	221	7	,	,	PUNCT
fis-1300	221	8	vořechovský	vořechovský	PROPN
fis-1300	221	9	,	,	PUNCT
fis-1300	221	10	m.	m.	NOUN
fis-1300	221	11	,	,	PUNCT
fis-1300	221	12	rusina	rusina	PROPN
fis-1300	221	13	,	,	PUNCT
fis-1300	221	14	r.	r.	PROPN
fis-1300	221	15	,	,	PUNCT
fis-1300	221	16	small	small	ADJ
fis-1300	221	17	-	-	PUNCT
fis-1300	221	18	sample	sample	NOUN
fis-1300	221	19	probabilistic	probabilistic	ADJ
fis-1300	221	20	assessment	assessment	NOUN
fis-1300	221	21	software	software	NOUN
fis-1300	221	22	freet	freet	PROPN
fis-1300	221	23	,	,	PUNCT
fis-1300	221	24	”	"	PUNCT
fis-1300	221	25	icasp	icasp	NOUN
fis-1300	221	26	9	9	NUM
fis-1300	221	27	,	,	PUNCT
fis-1300	221	28	in	in	ADP
fis-1300	221	29	:	:	PUNCT
fis-1300	221	30	9th	9th	ADJ
fis-1300	221	31	international	international	ADJ
fis-1300	221	32	conference	conference	NOUN
fis-1300	221	33	on	on	ADP
fis-1300	221	34	applications	application	NOUN
fis-1300	221	35	of	of	ADP
fis-1300	221	36	statistics	statistic	NOUN
fis-1300	221	37	and	and	CCONJ
fis-1300	221	38	probability	probability	NOUN
fis-1300	221	39	in	in	ADP
fis-1300	221	40	civil	civil	ADJ
fis-1300	221	41	engineering	engineering	NOUN
fis-1300	221	42	,	,	PUNCT
fis-1300	221	43	san	san	PROPN
fis-1300	221	44	francisco	francisco	PROPN
fis-1300	221	45	,	,	PUNCT
fis-1300	221	46	usa	usa	PROPN
fis-1300	221	47	,	,	PUNCT
fis-1300	221	48	(	(	PUNCT
fis-1300	221	49	2003	2003	NUM
fis-1300	221	50	)	)	PUNCT
fis-1300	221	51	91	91	NUM
fis-1300	221	52	-	-	SYM
fis-1300	221	53	96	96	NUM
fis-1300	221	54	[	[	SYM
fis-1300	221	55	18	18	NUM
fis-1300	221	56	]	]	PUNCT
fis-1300	221	57	release	release	NOUN
fis-1300	221	58	11	11	NUM
fis-1300	221	59	documentation	documentation	NOUN
fis-1300	221	60	for	for	ADP
fis-1300	221	61	ansys	ansys	PROPN
fis-1300	221	62	,	,	PUNCT
fis-1300	221	63	sas	sas	VERB
fis-1300	221	64	ip	ip	PROPN
fis-1300	221	65	,	,	PUNCT
fis-1300	221	66	inc	inc	PROPN
fis-1300	221	67	.	.	PROPN
fis-1300	221	68	,	,	PUNCT
fis-1300	221	69	(	(	PUNCT
fis-1300	221	70	2007	2007	NUM
fis-1300	221	71	)	)	PUNCT
fis-1300	221	72	.	.	PUNCT
fis-1300	222	1	[	[	X
fis-1300	222	2	19	19	NUM
fis-1300	222	3	]	]	SYM
fis-1300	222	4	vecchio	vecchio	PROPN
fis-1300	222	5	,	,	PUNCT
fis-1300	222	6	f.	f.	PROPN
fis-1300	222	7	j.	j.	PROPN
fis-1300	222	8	,	,	PUNCT
fis-1300	222	9	shim	shim	NOUN
fis-1300	222	10	,	,	PUNCT
fis-1300	222	11	w.	w.	NOUN
fis-1300	222	12	,	,	PUNCT
fis-1300	222	13	experimental	experimental	ADJ
fis-1300	222	14	and	and	CCONJ
fis-1300	222	15	analytical	analytical	ADJ
fis-1300	222	16	re	re	NOUN
fis-1300	222	17	–	–	PUNCT
fis-1300	222	18	examination	examination	NOUN
fis-1300	222	19	of	of	ADP
fis-1300	222	20	classic	classic	ADJ
fis-1300	222	21	concrete	concrete	ADJ
fis-1300	222	22	beam	beam	NOUN
fis-1300	222	23	tests	test	NOUN
fis-1300	222	24	,	,	PUNCT
fis-1300	222	25	asce	asce	PROPN
fis-1300	222	26	j.	j.	PROPN
fis-1300	222	27	of	of	ADP
fis-1300	222	28	struct	struct	NOUN
fis-1300	222	29	.	.	PUNCT
fis-1300	223	1	eng	eng	PROPN
fis-1300	223	2	.	.	PROPN
fis-1300	223	3	,	,	PUNCT
fis-1300	223	4	130(3	130(3	NUM
fis-1300	223	5	)	)	PUNCT
fis-1300	223	6	(	(	PUNCT
fis-1300	223	7	2004	2004	NUM
fis-1300	223	8	)	)	PUNCT
fis-1300	223	9	460	460	NUM
fis-1300	223	10	-	-	SYM
fis-1300	223	11	469	469	NUM
fis-1300	223	12	.	.	PUNCT
fis-1300	224	1	[	[	X
fis-1300	224	2	20	20	NUM
fis-1300	224	3	]	]	X
fis-1300	224	4	rombach	rombach	NOUN
fis-1300	224	5	,	,	PUNCT
fis-1300	224	6	g.	g.	PROPN
fis-1300	224	7	,	,	PUNCT
fis-1300	224	8	anwendung	anwendung	PROPN
fis-1300	224	9	der	der	ADJ
fis-1300	224	10	finite	finite	PROPN
fis-1300	224	11	-	-	PUNCT
fis-1300	224	12	elemente	elemente	X
fis-1300	224	13	-	-	PUNCT
fis-1300	224	14	methode	methode	NOUN
fis-1300	224	15	i	i	PROPN
fis-1300	224	16	m	m	VERB
fis-1300	224	17	betonbau	betonbau	NOUN
fis-1300	224	18	.	.	PUNCT
fis-1300	225	1	2	2	X
fis-1300	225	2	.	.	X
fis-1300	225	3	auflage	auflage	NOUN
fis-1300	225	4	.	.	PUNCT
fis-1300	226	1	berlin	berlin	PROPN
fis-1300	226	2	,	,	PUNCT
fis-1300	226	3	ernst	ernst	PROPN
fis-1300	226	4	&	&	CCONJ
fis-1300	226	5	sohn	sohn	PROPN
fis-1300	226	6	,	,	PUNCT
fis-1300	226	7	(	(	PUNCT
fis-1300	226	8	2007	2007	NUM
fis-1300	226	9	)	)	PUNCT
fis-1300	226	10	.	.	PUNCT
fis-1300	227	1	[	[	X
fis-1300	227	2	21	21	NUM
fis-1300	227	3	]	]	PUNCT
fis-1300	227	4	sucharda	sucharda	NOUN
fis-1300	227	5	,	,	PUNCT
fis-1300	227	6	o.	o.	PROPN
fis-1300	227	7	,	,	PUNCT
fis-1300	227	8	brožovský	brožovský	PROPN
fis-1300	227	9	.	.	PUNCT
fis-1300	228	1	j.	j.	PROPN
fis-1300	228	2	,	,	PUNCT
fis-1300	228	3	bearing	bear	VERB
fis-1300	228	4	capacity	capacity	NOUN
fis-1300	228	5	analysis	analysis	NOUN
fis-1300	228	6	of	of	ADP
fis-1300	228	7	reinforced	reinforce	VERB
fis-1300	228	8	concrete	concrete	ADJ
fis-1300	228	9	beams	beam	NOUN
fis-1300	228	10	.	.	PUNCT
fis-1300	229	1	international	international	ADJ
fis-1300	229	2	journal	journal	PROPN
fis-1300	229	3	of	of	ADP
fis-1300	229	4	mechanics	mechanic	NOUN
fis-1300	229	5	,	,	PUNCT
fis-1300	229	6	7(3	7(3	NUM
fis-1300	229	7	)	)	PUNCT
fis-1300	229	8	(	(	PUNCT
fis-1300	229	9	2013	2013	NUM
fis-1300	229	10	)	)	PUNCT
fis-1300	229	11	192	192	NUM
fis-1300	229	12	-	-	SYM
fis-1300	229	13	200	200	NUM
fis-1300	229	14	.	.	PUNCT
fis-1300	230	1	[	[	X
fis-1300	230	2	22	22	NUM
fis-1300	230	3	]	]	X
fis-1300	230	4	willam	willam	PROPN
fis-1300	230	5	,	,	PUNCT
fis-1300	230	6	k.	k.	PROPN
fis-1300	230	7	,	,	PUNCT
fis-1300	230	8	tanabe	tanabe	PROPN
fis-1300	230	9	,	,	PUNCT
fis-1300	230	10	t.	t.	PROPN
fis-1300	230	11	,	,	PUNCT
fis-1300	230	12	finite	finite	PROPN
fis-1300	230	13	element	element	NOUN
fis-1300	230	14	analysis	analysis	NOUN
fis-1300	230	15	of	of	ADP
fis-1300	230	16	reinforced	reinforce	VERB
fis-1300	230	17	concrete	concrete	ADJ
fis-1300	230	18	structures	structure	NOUN
fis-1300	230	19	,	,	PUNCT
fis-1300	230	20	aci	aci	PROPN
fis-1300	230	21	special	special	ADJ
fis-1300	230	22	publ	publ	NOUN
fis-1300	230	23	.	.	PUNCT
fis-1300	231	1	no	no	INTJ
fis-1300	231	2	.	.	PUNCT
fis-1300	232	1	sp-205	sp-205	NOUN
fis-1300	232	2	,	,	PUNCT
fis-1300	232	3	399	399	NUM
fis-1300	232	4	(	(	PUNCT
fis-1300	232	5	2001	2001	NUM
fis-1300	232	6	)	)	PUNCT
fis-1300	232	7	.	.	PUNCT