id	sid	tid	token	lemma	pos
fis-69	1	1	microsoft	microsoft	PROPN
fis-69	1	2	word	word	PROPN
fis-69	1	3	numero	numero	PROPN
fis-69	1	4	10	10	NUM
fis-69	1	5	art	art	PROPN
fis-69	1	6	4	4	NUM
fis-69	1	7	b.	b.	PROPN
fis-69	1	8	chiaia	chiaia	PROPN
fis-69	1	9	et	et	PROPN
fis-69	1	10	alii	alii	PROPN
fis-69	1	11	,	,	PUNCT
fis-69	1	12	frattura	frattura	PROPN
fis-69	1	13	ed	ed	PROPN
fis-69	1	14	integrità	integrità	PROPN
fis-69	1	15	strutturale	strutturale	PROPN
fis-69	1	16	,	,	PUNCT
fis-69	1	17	10	10	NUM
fis-69	1	18	(	(	PUNCT
fis-69	1	19	2009	2009	NUM
fis-69	1	20	)	)	PUNCT
fis-69	1	21	29	29	NUM
fis-69	1	22	-	-	SYM
fis-69	1	23	37	37	NUM
fis-69	1	24	;	;	PUNCT
fis-69	1	25	doi	doi	NOUN
fis-69	1	26	:	:	PUNCT
fis-69	1	27	10.3221	10.3221	NUM
fis-69	1	28	/	/	SYM
fis-69	1	29	igf	igf	PROPN
fis-69	1	30	-	-	NOUN
fis-69	1	31	esis.10.04	esis.10.04	PROPN
fis-69	1	32	29	29	NUM
fis-69	1	33	sismabeton	sismabeton	NOUN
fis-69	1	34	:	:	PUNCT
fis-69	1	35	a	a	DET
fis-69	1	36	new	new	ADJ
fis-69	1	37	frontier	frontier	NOUN
fis-69	1	38	for	for	ADP
fis-69	1	39	ductile	ductile	NOUN
fis-69	1	40	concrete	concrete	ADJ
fis-69	1	41	bernardino	bernardino	ADJ
fis-69	1	42	chiaia	chiaia	NOUN
fis-69	1	43	,	,	PUNCT
fis-69	1	44	alessandro	alessandro	PROPN
fis-69	1	45	p.	p.	PROPN
fis-69	1	46	fantilli	fantilli	PROPN
fis-69	1	47	,	,	PUNCT
fis-69	1	48	paolo	paolo	PROPN
fis-69	1	49	vallini	vallini	PROPN
fis-69	1	50	politecnico	politecnico	PROPN
fis-69	1	51	di	di	PROPN
fis-69	1	52	torino	torino	PROPN
fis-69	1	53	,	,	PUNCT
fis-69	1	54	dep	dep	NOUN
fis-69	1	55	.	.	PROPN
fis-69	1	56	of	of	ADP
fis-69	1	57	structural	structural	ADJ
fis-69	1	58	and	and	CCONJ
fis-69	1	59	geotechnical	geotechnical	ADJ
fis-69	1	60	engineering	engineering	NOUN
fis-69	1	61	corso	corso	PROPN
fis-69	1	62	duca	duca	PROPN
fis-69	1	63	degli	degli	PROPN
fis-69	1	64	abruzzi	abruzzi	PROPN
fis-69	1	65	,	,	PUNCT
fis-69	1	66	24	24	NUM
fis-69	1	67	-10129	-10129	PROPN
fis-69	1	68	torino	torino	PROPN
fis-69	1	69	,	,	PUNCT
fis-69	1	70	italy	italy	PROPN
fis-69	1	71	fantilli@polito.it	fantilli@polito.it	PROPN
fis-69	1	72	,	,	PUNCT
fis-69	1	73	vallini@polito.it	vallini@polito.it	PROPN
fis-69	1	74	,	,	PUNCT
fis-69	1	75	chiaia@polito.it	chiaia@polito.it	PROPN
fis-69	1	76	riassunto	riassunto	PROPN
fis-69	1	77	.	.	PUNCT
fis-69	2	1	i	i	PRON
fis-69	2	2	calcestruzzi	calcestruzzi	VERB
fis-69	2	3	fibrorinforzati	fibrorinforzati	PROPN
fis-69	2	4	ed	ed	PROPN
fis-69	2	5	autocompattanti	autocompattanti	PROPN
fis-69	2	6	(	(	PUNCT
fis-69	2	7	definiti	definiti	PROPN
fis-69	2	8	sismabeton	sismabeton	PROPN
fis-69	2	9	)	)	PUNCT
fis-69	3	1	manifestano	manifestano	PROPN
fis-69	3	2	una	una	PROPN
fis-69	4	1	elevata	elevata	PROPN
fis-69	5	1	duttilità	duttilità	VERB
fis-69	5	2	non	non	ADJ
fis-69	5	3	solo	solo	NOUN
fis-69	5	4	in	in	ADP
fis-69	5	5	trazione	trazione	PROPN
fis-69	5	6	ma	ma	PROPN
fis-69	5	7	anche	anche	PROPN
fis-69	5	8	in	in	ADP
fis-69	5	9	presenza	presenza	PROPN
fis-69	5	10	di	di	PROPN
fis-69	5	11	sforzi	sforzi	PROPN
fis-69	5	12	compressione	compressione	PROPN
fis-69	5	13	.	.	PUNCT
fis-69	6	1	ciò	ciò	X
fis-69	6	2	e	e	X
fis-69	6	3	messo	messo	X
fis-69	6	4	in	in	ADP
fis-69	6	5	evidenza	evidenza	PROPN
fis-69	6	6	nel	nel	PROPN
fis-69	6	7	presente	presente	PROPN
fis-69	6	8	lavoro	lavoro	X
fis-69	6	9	attraverso	attraverso	PROPN
fis-69	6	10	la	la	PROPN
fis-69	6	11	misura	misura	PROPN
fis-69	6	12	della	della	PROPN
fis-69	6	13	risposta	risposta	PROPN
fis-69	6	14	meccanica	meccanica	PROPN
fis-69	6	15	,	,	PUNCT
fis-69	6	16	in	in	ADP
fis-69	6	17	regime	regime	NOUN
fis-69	6	18	di	di	NOUN
fis-69	6	19	compressione	compressione	PROPN
fis-69	6	20	triassiale	triassiale	PROPN
fis-69	6	21	,	,	PUNCT
fis-69	6	22	di	di	NOUN
fis-69	6	23	calcestruzzi	calcestruzzi	NOUN
fis-69	6	24	ordinari	ordinari	NOUN
fis-69	6	25	(	(	PUNCT
fis-69	6	26	nc	nc	PROPN
fis-69	6	27	)	)	PUNCT
fis-69	6	28	ed	ed	PROPN
fis-69	6	29	autocompattanti	autocompattanti	X
fis-69	6	30	(	(	PUNCT
fis-69	6	31	sc	sc	PROPN
fis-69	6	32	)	)	PUNCT
fis-69	6	33	con	con	PROPN
fis-69	6	34	e	e	PROPN
fis-69	6	35	senza	senza	PROPN
fis-69	6	36	fibre	fibre	PROPN
fis-69	6	37	.	.	PUNCT
fis-69	7	1	in	in	ADP
fis-69	7	2	strutture	strutture	PROPN
fis-69	7	3	semplicemente	semplicemente	PROPN
fis-69	7	4	compresse	compresse	PROPN
fis-69	7	5	,	,	PUNCT
fis-69	7	6	la	la	PROPN
fis-69	7	7	presenza	presenza	PROPN
fis-69	7	8	del	del	PROPN
fis-69	7	9	sismabeton	sismabeton	PROPN
fis-69	7	10	è	è	PROPN
fis-69	7	11	da	da	PROPN
fis-69	7	12	sola	sola	PROPN
fis-69	7	13	sufficiente	sufficiente	PROPN
fis-69	7	14	a	a	DET
fis-69	7	15	garantire	garantire	PROPN
fis-69	7	16	un	un	PROPN
fis-69	7	17	confinamento	confinamento	PROPN
fis-69	7	18	attivo	attivo	PROPN
fis-69	7	19	uniforme	uniforme	PROPN
fis-69	7	20	.	.	PUNCT
fis-69	8	1	abstract	abstract	ADJ
fis-69	8	2	.	.	PUNCT
fis-69	9	1	the	the	DET
fis-69	9	2	high	high	ADJ
fis-69	9	3	ductility	ductility	NOUN
fis-69	9	4	of	of	ADP
fis-69	9	5	fiber	fiber	NOUN
fis-69	9	6	reinforced	reinforce	VERB
fis-69	9	7	self	self	NOUN
fis-69	9	8	-	-	PUNCT
fis-69	9	9	consolidating	consolidate	VERB
fis-69	9	10	concrete	concrete	NOUN
fis-69	9	11	(	(	PUNCT
fis-69	9	12	called	call	VERB
fis-69	9	13	sismabeton	sismabeton	NOUN
fis-69	9	14	)	)	PUNCT
fis-69	9	15	can	can	AUX
fis-69	9	16	be	be	AUX
fis-69	9	17	developed	develop	VERB
fis-69	9	18	not	not	PART
fis-69	9	19	only	only	ADV
fis-69	9	20	in	in	ADP
fis-69	9	21	tension	tension	NOUN
fis-69	9	22	but	but	CCONJ
fis-69	9	23	also	also	ADV
fis-69	9	24	in	in	ADP
fis-69	9	25	compression	compression	NOUN
fis-69	9	26	.	.	PUNCT
fis-69	10	1	this	this	DET
fis-69	10	2	aspect	aspect	NOUN
fis-69	10	3	is	be	AUX
fis-69	10	4	evidenced	evidence	VERB
fis-69	10	5	in	in	ADP
fis-69	10	6	the	the	DET
fis-69	10	7	present	present	ADJ
fis-69	10	8	paper	paper	NOUN
fis-69	10	9	by	by	ADP
fis-69	10	10	measuring	measure	VERB
fis-69	10	11	the	the	DET
fis-69	10	12	mechanical	mechanical	ADJ
fis-69	10	13	response	response	NOUN
fis-69	10	14	of	of	ADP
fis-69	10	15	normal	normal	ADJ
fis-69	10	16	concrete	concrete	NOUN
fis-69	10	17	(	(	PUNCT
fis-69	10	18	nc	nc	NOUN
fis-69	10	19	)	)	PUNCT
fis-69	10	20	,	,	PUNCT
fis-69	10	21	plain	plain	ADJ
fis-69	10	22	self	self	NOUN
fis-69	10	23	-	-	PUNCT
fis-69	10	24	compacting	compact	VERB
fis-69	10	25	concrete	concrete	NOUN
fis-69	10	26	(	(	PUNCT
fis-69	10	27	sc	sc	NOUN
fis-69	10	28	)	)	PUNCT
fis-69	10	29	and	and	CCONJ
fis-69	10	30	sismabeton	sismabeton	PROPN
fis-69	10	31	cylindrical	cylindrical	ADJ
fis-69	10	32	specimens	specimen	NOUN
fis-69	10	33	under	under	ADP
fis-69	10	34	uniaxial	uniaxial	ADJ
fis-69	10	35	and	and	CCONJ
fis-69	10	36	triaxial	triaxial	ADJ
fis-69	10	37	compression	compression	NOUN
fis-69	10	38	.	.	PUNCT
fis-69	11	1	the	the	DET
fis-69	11	2	post	post	ADJ
fis-69	11	3	-	-	ADJ
fis-69	11	4	peak	peak	ADJ
fis-69	11	5	behaviour	behaviour	NOUN
fis-69	11	6	of	of	ADP
fis-69	11	7	these	these	DET
fis-69	11	8	specimens	specimen	NOUN
fis-69	11	9	is	be	AUX
fis-69	11	10	defined	define	VERB
fis-69	11	11	by	by	ADP
fis-69	11	12	a	a	DET
fis-69	11	13	non	non	ADJ
fis-69	11	14	-	-	ADJ
fis-69	11	15	dimensional	dimensional	ADJ
fis-69	11	16	function	function	NOUN
fis-69	11	17	that	that	PRON
fis-69	11	18	relates	relate	VERB
fis-69	11	19	the	the	DET
fis-69	11	20	inelastic	inelastic	ADJ
fis-69	11	21	displacement	displacement	NOUN
fis-69	11	22	and	and	CCONJ
fis-69	11	23	the	the	DET
fis-69	11	24	relative	relative	ADJ
fis-69	11	25	stress	stress	NOUN
fis-69	11	26	during	during	ADP
fis-69	11	27	softening	soften	VERB
fis-69	11	28	.	.	PUNCT
fis-69	12	1	both	both	PRON
fis-69	12	2	for	for	ADP
fis-69	12	3	nc	nc	PROPN
fis-69	12	4	and	and	CCONJ
fis-69	12	5	sc	sc	PROPN
fis-69	12	6	,	,	PUNCT
fis-69	12	7	the	the	DET
fis-69	12	8	increase	increase	NOUN
fis-69	12	9	of	of	ADP
fis-69	12	10	the	the	DET
fis-69	12	11	fracture	fracture	ADJ
fis-69	12	12	toughness	toughness	NOUN
fis-69	12	13	with	with	ADP
fis-69	12	14	the	the	DET
fis-69	12	15	confinement	confinement	NOUN
fis-69	12	16	stress	stress	NOUN
fis-69	12	17	is	be	AUX
fis-69	12	18	observed	observe	VERB
fis-69	12	19	.	.	PUNCT
fis-69	13	1	conversely	conversely	ADV
fis-69	13	2	,	,	PUNCT
fis-69	13	3	sismabeton	sismabeton	PROPN
fis-69	13	4	shows	show	NOUN
fis-69	13	5	,	,	PUNCT
fis-69	13	6	even	even	ADV
fis-69	13	7	in	in	ADP
fis-69	13	8	absence	absence	NOUN
fis-69	13	9	of	of	ADP
fis-69	13	10	confinement	confinement	NOUN
fis-69	13	11	,	,	PUNCT
fis-69	13	12	practically	practically	ADV
fis-69	13	13	the	the	DET
fis-69	13	14	same	same	ADJ
fis-69	13	15	ductility	ductility	NOUN
fis-69	13	16	measured	measure	VERB
fis-69	13	17	in	in	ADP
fis-69	13	18	normal	normal	ADJ
fis-69	13	19	and	and	CCONJ
fis-69	13	20	self	self	NOUN
fis-69	13	21	-	-	PUNCT
fis-69	13	22	compacting	compact	VERB
fis-69	13	23	concretes	concrete	NOUN
fis-69	13	24	with	with	ADP
fis-69	13	25	a	a	DET
fis-69	13	26	confining	confine	VERB
fis-69	13	27	pressure	pressure	NOUN
fis-69	13	28	.	.	PUNCT
fis-69	14	1	thus	thus	ADV
fis-69	14	2	,	,	PUNCT
fis-69	14	3	the	the	DET
fis-69	14	4	presence	presence	NOUN
fis-69	14	5	of	of	ADP
fis-69	14	6	sismabeton	sismabeton	NOUN
fis-69	14	7	in	in	ADP
fis-69	14	8	compressed	compressed	ADJ
fis-69	14	9	columns	column	NOUN
fis-69	14	10	is	be	AUX
fis-69	14	11	itself	itself	PRON
fis-69	14	12	sufficient	sufficient	ADJ
fis-69	14	13	to	to	PART
fis-69	14	14	create	create	VERB
fis-69	14	15	a	a	DET
fis-69	14	16	sort	sort	NOUN
fis-69	14	17	of	of	ADP
fis-69	14	18	active	active	ADJ
fis-69	14	19	distributed	distribute	VERB
fis-69	14	20	confinement	confinement	NOUN
fis-69	14	21	.	.	PUNCT
fis-69	15	1	keywords	keyword	NOUN
fis-69	15	2	.	.	PUNCT
fis-69	16	1	fiber	fiber	NOUN
fis-69	16	2	-	-	PUNCT
fis-69	16	3	reinforced	reinforce	VERB
fis-69	16	4	concrete	concrete	NOUN
fis-69	16	5	,	,	PUNCT
fis-69	16	6	self	self	NOUN
fis-69	16	7	-	-	PUNCT
fis-69	16	8	compacting	compact	VERB
fis-69	16	9	concrete	concrete	NOUN
fis-69	16	10	,	,	PUNCT
fis-69	16	11	confining	confine	VERB
fis-69	16	12	pressure	pressure	NOUN
fis-69	16	13	,	,	PUNCT
fis-69	16	14	triaxial	triaxial	NOUN
fis-69	16	15	tests	test	NOUN
fis-69	16	16	,	,	PUNCT
fis-69	16	17	fracture	fracture	NOUN
fis-69	16	18	toughness	toughness	NOUN
fis-69	16	19	.	.	PUNCT
fis-69	17	1	introduction	introduction	NOUN
fis-69	17	2	everal	everal	ADJ
fis-69	17	3	reinforced	reinforce	VERB
fis-69	17	4	concrete	concrete	NOUN
fis-69	17	5	(	(	PUNCT
fis-69	17	6	rc	rc	NOUN
fis-69	17	7	)	)	PUNCT
fis-69	17	8	structures	structure	NOUN
fis-69	17	9	fail	fail	VERB
fis-69	17	10	via	via	ADP
fis-69	17	11	concrete	concrete	ADJ
fis-69	17	12	crushing	crush	VERB
fis-69	17	13	in	in	ADP
fis-69	17	14	compressed	compressed	ADJ
fis-69	17	15	zones	zone	NOUN
fis-69	17	16	.	.	PUNCT
fis-69	18	1	this	this	PRON
fis-69	18	2	is	be	AUX
fis-69	18	3	the	the	DET
fis-69	18	4	case	case	NOUN
fis-69	18	5	,	,	PUNCT
fis-69	18	6	for	for	ADP
fis-69	18	7	instance	instance	NOUN
fis-69	18	8	,	,	PUNCT
fis-69	18	9	of	of	ADP
fis-69	18	10	over	over	ADV
fis-69	18	11	-	-	PUNCT
fis-69	18	12	reinforced	reinforce	VERB
fis-69	18	13	concrete	concrete	ADJ
fis-69	18	14	beams	beam	NOUN
fis-69	18	15	,	,	PUNCT
fis-69	18	16	like	like	ADP
fis-69	18	17	those	those	PRON
fis-69	18	18	in	in	ADP
fis-69	18	19	four	four	NUM
fis-69	18	20	point	point	NOUN
fis-69	18	21	bending	bending	NOUN
fis-69	18	22	tested	test	VERB
fis-69	18	23	by	by	ADP
fis-69	18	24	mansur	mansur	PROPN
fis-69	18	25	et	et	PROPN
fis-69	18	26	al	al	PROPN
fis-69	18	27	.	.	PUNCT
fis-69	19	1	[	[	X
fis-69	19	2	1	1	NUM
fis-69	19	3	]	]	PUNCT
fis-69	19	4	.	.	PUNCT
fis-69	20	1	when	when	SCONJ
fis-69	20	2	fiber	fiber	NOUN
fis-69	20	3	-	-	PUNCT
fis-69	20	4	reinforced	reinforce	VERB
fis-69	20	5	,	,	PUNCT
fis-69	20	6	the	the	DET
fis-69	20	7	post	post	ADJ
fis-69	20	8	-	-	ADJ
fis-69	20	9	peak	peak	ADJ
fis-69	20	10	behaviour	behaviour	NOUN
fis-69	20	11	of	of	ADP
fis-69	20	12	such	such	ADJ
fis-69	20	13	members	member	NOUN
fis-69	20	14	is	be	AUX
fis-69	20	15	remarkably	remarkably	ADV
fis-69	20	16	more	more	ADV
fis-69	20	17	ductile	ductile	NOUN
fis-69	20	18	than	than	ADP
fis-69	20	19	that	that	PRON
fis-69	20	20	observed	observe	VERB
fis-69	20	21	in	in	ADP
fis-69	20	22	beams	beam	NOUN
fis-69	20	23	having	have	VERB
fis-69	20	24	the	the	DET
fis-69	20	25	same	same	ADJ
fis-69	20	26	geometry	geometry	NOUN
fis-69	20	27	,	,	PUNCT
fis-69	20	28	the	the	DET
fis-69	20	29	same	same	ADJ
fis-69	20	30	steel	steel	NOUN
fis-69	20	31	rebars	rebar	NOUN
fis-69	20	32	,	,	PUNCT
fis-69	20	33	and	and	CCONJ
fis-69	20	34	the	the	DET
fis-69	20	35	same	same	ADJ
fis-69	20	36	bearing	bearing	NOUN
fis-69	20	37	capacities	capacity	NOUN
fis-69	20	38	,	,	PUNCT
fis-69	20	39	but	but	CCONJ
fis-69	20	40	made	make	VERB
fis-69	20	41	of	of	ADP
fis-69	20	42	normal	normal	ADJ
fis-69	20	43	concrete	concrete	NOUN
fis-69	20	44	(	(	PUNCT
fis-69	20	45	nc	nc	PROPN
fis-69	20	46	)	)	PUNCT
fis-69	20	47	without	without	ADP
fis-69	20	48	fiber	fiber	NOUN
fis-69	20	49	.	.	PUNCT
fis-69	21	1	thus	thus	ADV
fis-69	21	2	,	,	PUNCT
fis-69	21	3	when	when	SCONJ
fis-69	21	4	crushing	crush	VERB
fis-69	21	5	occurs	occur	VERB
fis-69	21	6	,	,	PUNCT
fis-69	21	7	the	the	DET
fis-69	21	8	type	type	NOUN
fis-69	21	9	of	of	ADP
fis-69	21	10	concrete	concrete	ADJ
fis-69	21	11	rules	rule	NOUN
fis-69	21	12	both	both	CCONJ
fis-69	21	13	the	the	DET
fis-69	21	14	mechanical	mechanical	ADJ
fis-69	21	15	response	response	NOUN
fis-69	21	16	and	and	CCONJ
fis-69	21	17	the	the	DET
fis-69	21	18	ductility	ductility	NOUN
fis-69	21	19	of	of	ADP
fis-69	21	20	rc	rc	PROPN
fis-69	21	21	structures	structure	NOUN
fis-69	21	22	.	.	PUNCT
fis-69	22	1	the	the	DET
fis-69	22	2	experimental	experimental	ADJ
fis-69	22	3	campaign	campaign	NOUN
fis-69	22	4	conducted	conduct	VERB
fis-69	22	5	by	by	ADP
fis-69	22	6	khayat	khayat	PROPN
fis-69	22	7	et	et	PROPN
fis-69	22	8	al	al	PROPN
fis-69	22	9	.	.	PUNCT
fis-69	23	1	[	[	X
fis-69	23	2	2	2	X
fis-69	23	3	]	]	PUNCT
fis-69	23	4	on	on	ADP
fis-69	23	5	highly	highly	ADV
fis-69	23	6	confined	confine	VERB
fis-69	23	7	rc	rc	NOUN
fis-69	23	8	columns	column	NOUN
fis-69	23	9	,	,	PUNCT
fis-69	23	10	subject	subject	ADJ
fis-69	23	11	to	to	ADP
fis-69	23	12	concentric	concentric	ADJ
fis-69	23	13	compression	compression	NOUN
fis-69	23	14	,	,	PUNCT
fis-69	23	15	also	also	ADV
fis-69	23	16	confirms	confirm	VERB
fis-69	23	17	the	the	DET
fis-69	23	18	influence	influence	NOUN
fis-69	23	19	of	of	ADP
fis-69	23	20	the	the	DET
fis-69	23	21	cement	cement	NOUN
fis-69	23	22	-	-	PUNCT
fis-69	23	23	based	base	VERB
fis-69	23	24	composites	composite	NOUN
fis-69	23	25	on	on	ADP
fis-69	23	26	the	the	DET
fis-69	23	27	structural	structural	ADJ
fis-69	23	28	performances	performance	NOUN
fis-69	23	29	.	.	PUNCT
fis-69	24	1	more	more	ADV
fis-69	24	2	precisely	precisely	ADV
fis-69	24	3	,	,	PUNCT
fis-69	24	4	for	for	ADP
fis-69	24	5	a	a	DET
fis-69	24	6	given	give	VERB
fis-69	24	7	cross	cross	NOUN
fis-69	24	8	-	-	NOUN
fis-69	24	9	section	section	NOUN
fis-69	24	10	,	,	PUNCT
fis-69	24	11	the	the	DET
fis-69	24	12	load	load	NOUN
fis-69	24	13	vs.	vs.	ADP
fis-69	24	14	average	average	ADJ
fis-69	24	15	axial	axial	ADJ
fis-69	24	16	strain	strain	NOUN
fis-69	24	17	diagrams	diagram	NOUN
fis-69	24	18	appear	appear	VERB
fis-69	24	19	more	more	ADJ
fis-69	24	20	ductile	ductile	NOUN
fis-69	24	21	in	in	ADP
fis-69	24	22	the	the	DET
fis-69	24	23	case	case	NOUN
fis-69	24	24	of	of	ADP
fis-69	24	25	columns	column	NOUN
fis-69	24	26	made	make	VERB
fis-69	24	27	of	of	ADP
fis-69	24	28	self	self	NOUN
fis-69	24	29	-	-	PUNCT
fis-69	24	30	compacting	compact	VERB
fis-69	24	31	concrete	concrete	NOUN
fis-69	24	32	(	(	PUNCT
fis-69	24	33	sc	sc	NOUN
fis-69	24	34	)	)	PUNCT
fis-69	24	35	than	than	ADP
fis-69	24	36	in	in	ADP
fis-69	24	37	nc	nc	PROPN
fis-69	24	38	columns	column	NOUN
fis-69	24	39	.	.	PUNCT
fis-69	25	1	these	these	DET
fis-69	25	2	experimental	experimental	ADJ
fis-69	25	3	observations	observation	NOUN
fis-69	25	4	can	can	AUX
fis-69	25	5	be	be	AUX
fis-69	25	6	usefully	usefully	ADV
fis-69	25	7	applied	apply	VERB
fis-69	25	8	to	to	ADP
fis-69	25	9	designing	design	VERB
fis-69	25	10	rc	rc	PROPN
fis-69	25	11	compressed	compress	VERB
fis-69	25	12	columns	column	NOUN
fis-69	25	13	in	in	ADP
fis-69	25	14	seismic	seismic	ADJ
fis-69	25	15	regions	region	NOUN
fis-69	25	16	.	.	PUNCT
fis-69	26	1	according	accord	VERB
fis-69	26	2	to	to	PART
fis-69	26	3	eurocode	eurocode	VERB
fis-69	26	4	8	8	NUM
fis-69	26	5	[	[	X
fis-69	26	6	3	3	NUM
fis-69	26	7	]	]	PUNCT
fis-69	26	8	,	,	PUNCT
fis-69	26	9	if	if	SCONJ
fis-69	26	10	a	a	DET
fis-69	26	11	required	require	VERB
fis-69	26	12	ductility	ductility	NOUN
fis-69	26	13	can	can	AUX
fis-69	26	14	not	not	PART
fis-69	26	15	be	be	AUX
fis-69	26	16	attained	attain	VERB
fis-69	26	17	because	because	SCONJ
fis-69	26	18	concrete	concrete	ADJ
fis-69	26	19	strains	strain	NOUN
fis-69	26	20	are	be	AUX
fis-69	26	21	larger	large	ADJ
fis-69	26	22	than	than	ADP
fis-69	26	23	0.35	0.35	NUM
fis-69	26	24	%	%	NOUN
fis-69	26	25	,	,	PUNCT
fis-69	26	26	a	a	DET
fis-69	26	27	compensation	compensation	NOUN
fis-69	26	28	for	for	ADP
fis-69	26	29	the	the	DET
fis-69	26	30	loss	loss	NOUN
fis-69	26	31	of	of	ADP
fis-69	26	32	resistance	resistance	NOUN
fis-69	26	33	due	due	ADP
fis-69	26	34	to	to	ADP
fis-69	26	35	crushing	crush	VERB
fis-69	26	36	can	can	AUX
fis-69	26	37	be	be	AUX
fis-69	26	38	achieved	achieve	VERB
fis-69	26	39	by	by	ADP
fis-69	26	40	means	mean	NOUN
fis-69	26	41	of	of	ADP
fis-69	26	42	an	an	DET
fis-69	26	43	adequate	adequate	ADJ
fis-69	26	44	confinement	confinement	NOUN
fis-69	26	45	.	.	PUNCT
fis-69	27	1	such	such	DET
fis-69	27	2	a	a	DET
fis-69	27	3	confinement	confinement	NOUN
fis-69	27	4	,	,	PUNCT
fis-69	27	5	usually	usually	ADV
fis-69	27	6	provided	provide	VERB
fis-69	27	7	by	by	ADP
fis-69	27	8	transversal	transversal	ADJ
fis-69	27	9	steel	steel	NOUN
fis-69	27	10	reinforcement	reinforcement	NOUN
fis-69	27	11	(	(	PUNCT
fis-69	27	12	i.e.	i.e.	X
fis-69	27	13	,	,	PUNCT
fis-69	27	14	stirrups	stirrup	NOUN
fis-69	27	15	)	)	PUNCT
fis-69	27	16	,	,	PUNCT
fis-69	27	17	and	and	CCONJ
fis-69	27	18	indicated	indicate	VERB
fis-69	27	19	by	by	ADP
fis-69	27	20	the	the	DET
fis-69	27	21	confining	confine	VERB
fis-69	27	22	pressure	pressure	NOUN
fis-69	27	23	3	3	PROPN
fis-69	27	24	(	(	PUNCT
fis-69	27	25	fig.1	fig.1	PROPN
fis-69	27	26	)	)	PUNCT
fis-69	27	27	,	,	PUNCT
fis-69	27	28	allows	allow	VERB
fis-69	27	29	designers	designer	NOUN
fis-69	27	30	to	to	PART
fis-69	27	31	consider	consider	VERB
fis-69	27	32	a	a	DET
fis-69	27	33	more	more	ADV
fis-69	27	34	ductile	ductile	NOUN
fis-69	27	35	stress	stress	NOUN
fis-69	27	36	strain	strain	NOUN
fis-69	27	37	(	(	PUNCT
fis-69	27	38	c-c	c-c	NOUN
fis-69	27	39	)	)	PUNCT
fis-69	27	40	relationship	relationship	NOUN
fis-69	27	41	in	in	ADP
fis-69	27	42	compression	compression	NOUN
fis-69	27	43	.	.	PUNCT
fis-69	28	1	for	for	ADP
fis-69	28	2	instance	instance	NOUN
fis-69	28	3	,	,	PUNCT
fis-69	28	4	fig.1	fig.1	PROPN
fis-69	28	5	shows	show	VERB
fis-69	28	6	the	the	DET
fis-69	28	7	so	so	ADV
fis-69	28	8	-	-	PUNCT
fis-69	28	9	called	call	VERB
fis-69	28	10	parabola	parabola	ADJ
fis-69	28	11	-	-	PUNCT
fis-69	28	12	rectangle	rectangle	NOUN
fis-69	28	13	diagrams	diagram	NOUN
fis-69	28	14	proposed	propose	VERB
fis-69	28	15	by	by	ADP
fis-69	28	16	eurocode	eurocode	NOUN
fis-69	28	17	2	2	NUM
fis-69	29	1	[	[	X
fis-69	29	2	4	4	NUM
fis-69	29	3	]	]	PUNCT
fis-69	29	4	for	for	ADP
fis-69	29	5	confined	confine	VERB
fis-69	29	6	and	and	CCONJ
fis-69	29	7	unconfined	unconfined	ADJ
fis-69	29	8	concretes	concrete	NOUN
fis-69	29	9	.	.	PUNCT
fis-69	30	1	s	s	PROPN
fis-69	30	2	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	PROPN
fis-69	30	3	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-69	30	4	mailto	mailto	PROPN
fis-69	30	5	:	:	PUNCT
fis-69	30	6	fantilli@polito.it	fantilli@polito.it	PROPN
fis-69	30	7	mailto	mailto	NOUN
fis-69	30	8	:	:	PUNCT
fis-69	30	9	vallini@polito.it	vallini@polito.it	PROPN
fis-69	30	10	mailto	mailto	NOUN
fis-69	30	11	:	:	PUNCT
fis-69	30	12	chiaia@polito.it	chiaia@polito.it	PROPN
fis-69	30	13	b.	b.	PROPN
fis-69	30	14	chiaia	chiaia	PROPN
fis-69	30	15	et	et	PROPN
fis-69	30	16	alii	alii	PROPN
fis-69	30	17	,	,	PUNCT
fis-69	30	18	frattura	frattura	PROPN
fis-69	30	19	ed	ed	PROPN
fis-69	30	20	integrità	integrità	PROPN
fis-69	30	21	strutturale	strutturale	PROPN
fis-69	30	22	,	,	PUNCT
fis-69	30	23	10	10	NUM
fis-69	30	24	(	(	PUNCT
fis-69	30	25	2009	2009	NUM
fis-69	30	26	)	)	PUNCT
fis-69	30	27	29	29	NUM
fis-69	30	28	-	-	SYM
fis-69	30	29	37	37	NUM
fis-69	30	30	;	;	PUNCT
fis-69	30	31	doi	doi	NOUN
fis-69	30	32	:	:	PUNCT
fis-69	30	33	10.3221	10.3221	NUM
fis-69	30	34	/	/	SYM
fis-69	30	35	igf	igf	PROPN
fis-69	30	36	-	-	NOUN
fis-69	30	37	esis.10.04	esis.10.04	NOUN
fis-69	30	38	30	30	NUM
fis-69	30	39	short	short	ADJ
fis-69	30	40	steel	steel	NOUN
fis-69	30	41	fibers	fiber	NOUN
fis-69	30	42	randomly	randomly	ADV
fis-69	30	43	dispersed	disperse	VERB
fis-69	30	44	in	in	ADP
fis-69	30	45	a	a	DET
fis-69	30	46	cement	cement	NOUN
fis-69	30	47	-	-	PUNCT
fis-69	30	48	based	base	VERB
fis-69	30	49	matrix	matrix	NOUN
fis-69	30	50	can	can	AUX
fis-69	30	51	generate	generate	VERB
fis-69	30	52	confining	confining	NOUN
fis-69	30	53	pressures	pressure	NOUN
fis-69	30	54	comparable	comparable	ADJ
fis-69	30	55	with	with	ADP
fis-69	30	56	that	that	PRON
fis-69	30	57	of	of	ADP
fis-69	30	58	stirrups	stirrup	NOUN
fis-69	30	59	.	.	PUNCT
fis-69	31	1	the	the	DET
fis-69	31	2	experimental	experimental	ADJ
fis-69	31	3	campaign	campaign	NOUN
fis-69	31	4	of	of	ADP
fis-69	31	5	ganesan	ganesan	PROPN
fis-69	31	6	and	and	CCONJ
fis-69	31	7	ramana	ramana	PROPN
fis-69	31	8	murthy	murthy	PROPN
fis-69	32	1	[	[	X
fis-69	32	2	5	5	NUM
fis-69	32	3	]	]	PUNCT
fis-69	32	4	,	,	PUNCT
fis-69	32	5	performed	perform	VERB
fis-69	32	6	on	on	ADP
fis-69	32	7	short	short	ADJ
fis-69	32	8	confined	confine	VERB
fis-69	32	9	columns	column	NOUN
fis-69	32	10	with	with	ADP
fis-69	32	11	and	and	CCONJ
fis-69	32	12	without	without	ADP
fis-69	32	13	fibers	fiber	NOUN
fis-69	32	14	(	(	PUNCT
fis-69	32	15	fig.2a	fig.2a	NOUN
fis-69	32	16	)	)	PUNCT
fis-69	32	17	,	,	PUNCT
fis-69	32	18	investigates	investigate	VERB
fis-69	32	19	on	on	ADP
fis-69	32	20	this	this	DET
fis-69	32	21	aspect	aspect	NOUN
fis-69	32	22	.	.	PUNCT
fis-69	33	1	as	as	SCONJ
fis-69	33	2	shown	show	VERB
fis-69	33	3	in	in	ADP
fis-69	33	4	fig.2b	fig.2b	NOUN
fis-69	33	5	,	,	PUNCT
fis-69	33	6	the	the	DET
fis-69	33	7	applied	apply	VERB
fis-69	33	8	loadaverage	loadaverage	NOUN
fis-69	33	9	strain	strain	NOUN
fis-69	33	10	(	(	PUNCT
fis-69	33	11	p-cm	p-cm	NOUN
fis-69	33	12	)	)	PUNCT
fis-69	33	13	diagram	diagram	NOUN
fis-69	33	14	of	of	ADP
fis-69	33	15	rc	rc	PROPN
fis-69	33	16	columns	column	NOUN
fis-69	33	17	,	,	PUNCT
fis-69	33	18	made	make	VERB
fis-69	33	19	with	with	ADP
fis-69	33	20	ordinary	ordinary	ADJ
fis-69	33	21	concrete	concrete	NOUN
fis-69	33	22	and	and	CCONJ
fis-69	33	23	a	a	DET
fis-69	33	24	transversal	transversal	ADJ
fis-69	33	25	reinforcement	reinforcement	NOUN
fis-69	33	26	percentage	percentage	NOUN
fis-69	33	27	equal	equal	ADJ
fis-69	33	28	to	to	ADP
fis-69	33	29	s=1.6	s=1.6	PROPN
fis-69	33	30	%	%	NOUN
fis-69	33	31	,	,	PUNCT
fis-69	33	32	is	be	AUX
fis-69	33	33	more	more	ADV
fis-69	33	34	or	or	CCONJ
fis-69	33	35	less	less	ADV
fis-69	33	36	similar	similar	ADJ
fis-69	33	37	(	(	PUNCT
fis-69	33	38	in	in	ADP
fis-69	33	39	terms	term	NOUN
fis-69	33	40	of	of	ADP
fis-69	33	41	strength	strength	NOUN
fis-69	33	42	and	and	CCONJ
fis-69	33	43	ductility	ductility	NOUN
fis-69	33	44	)	)	PUNCT
fis-69	33	45	to	to	ADP
fis-69	33	46	that	that	PRON
fis-69	33	47	of	of	ADP
fis-69	33	48	fiber	fiber	NOUN
fis-69	33	49	-	-	PUNCT
fis-69	33	50	reinforced	reinforce	VERB
fis-69	33	51	(	(	PUNCT
fis-69	33	52	frc	frc	NOUN
fis-69	33	53	)	)	PUNCT
fis-69	33	54	columns	column	NOUN
fis-69	33	55	,	,	PUNCT
fis-69	33	56	made	make	VERB
fis-69	33	57	with	with	ADP
fis-69	33	58	a	a	DET
fis-69	33	59	reduced	reduced	ADJ
fis-69	33	60	quantity	quantity	NOUN
fis-69	33	61	of	of	ADP
fis-69	33	62	stirrups	stirrup	NOUN
fis-69	33	63	(	(	PUNCT
fis-69	33	64	s	s	NOUN
fis-69	33	65	=	=	SYM
fis-69	33	66	0.6	0.6	NUM
fis-69	33	67	%	%	NOUN
fis-69	33	68	)	)	PUNCT
fis-69	33	69	and	and	CCONJ
fis-69	33	70	frc	frc	NOUN
fis-69	33	71	(	(	PUNCT
fis-69	33	72	volume	volume	NOUN
fis-69	33	73	fraction	fraction	NOUN
fis-69	33	74	vf	vf	X
fis-69	33	75	=	=	SYM
fis-69	33	76	1.5	1.5	NUM
fis-69	33	77	%	%	NOUN
fis-69	33	78	,	,	PUNCT
fis-69	33	79	aspect	aspect	VERB
fis-69	33	80	ratio	ratio	NOUN
fis-69	33	81	l/	l/	NOUN
fis-69	33	82	=	=	SYM
fis-69	33	83	70	70	NUM
fis-69	33	84	)	)	PUNCT
fis-69	33	85	.	.	PUNCT
fis-69	34	1	figure	figure	VERB
fis-69	34	2	1	1	NUM
fis-69	34	3	:	:	PUNCT
fis-69	34	4	the	the	DET
fis-69	34	5	stress	stress	NOUN
fis-69	34	6	-	-	PUNCT
fis-69	34	7	strain	strain	NOUN
fis-69	34	8	relationship	relationship	NOUN
fis-69	34	9	of	of	ADP
fis-69	34	10	compressed	compressed	ADJ
fis-69	34	11	concrete	concrete	NOUN
fis-69	34	12	with	with	ADP
fis-69	34	13	and	and	CCONJ
fis-69	34	14	without	without	ADP
fis-69	34	15	confinement	confinement	NOUN
fis-69	34	16	[	[	X
fis-69	34	17	4	4	NUM
fis-69	34	18	]	]	PUNCT
fis-69	34	19	.	.	PUNCT
fis-69	35	1	figure	figure	NOUN
fis-69	35	2	2	2	NUM
fis-69	35	3	:	:	PUNCT
fis-69	36	1	the	the	DET
fis-69	36	2	columns	column	NOUN
fis-69	36	3	tested	test	VERB
fis-69	36	4	by	by	ADP
fis-69	36	5	ganesan	ganesan	PROPN
fis-69	36	6	and	and	CCONJ
fis-69	36	7	ramana	ramana	PROPN
fis-69	36	8	murthy	murthy	PROPN
fis-69	37	1	[	[	X
fis-69	37	2	5	5	NUM
fis-69	37	3	]	]	PUNCT
fis-69	37	4	.	.	PUNCT
fis-69	38	1	although	although	SCONJ
fis-69	38	2	fiber	fiber	NOUN
fis-69	38	3	-	-	PUNCT
fis-69	38	4	reinforcements	reinforcement	NOUN
fis-69	38	5	have	have	AUX
fis-69	38	6	been	be	AUX
fis-69	38	7	introduced	introduce	VERB
fis-69	38	8	in	in	ADP
fis-69	38	9	order	order	NOUN
fis-69	38	10	to	to	PART
fis-69	38	11	increase	increase	VERB
fis-69	38	12	the	the	DET
fis-69	38	13	ductility	ductility	NOUN
fis-69	38	14	of	of	ADP
fis-69	38	15	cement	cement	NOUN
fis-69	38	16	-	-	PUNCT
fis-69	38	17	based	base	VERB
fis-69	38	18	composites	composite	NOUN
fis-69	38	19	in	in	ADP
fis-69	38	20	tension	tension	NOUN
fis-69	38	21	,	,	PUNCT
fis-69	38	22	they	they	PRON
fis-69	38	23	can	can	AUX
fis-69	38	24	also	also	ADV
fis-69	38	25	provide	provide	VERB
fis-69	38	26	a	a	DET
fis-69	38	27	sort	sort	NOUN
fis-69	38	28	of	of	ADP
fis-69	38	29	confinement	confinement	NOUN
fis-69	38	30	,	,	PUNCT
fis-69	38	31	and	and	CCONJ
fis-69	38	32	therefore	therefore	ADV
fis-69	38	33	higher	high	ADJ
fis-69	38	34	ductility	ductility	NOUN
fis-69	38	35	in	in	ADP
fis-69	38	36	compression	compression	NOUN
fis-69	38	37	.	.	PUNCT
fis-69	39	1	for	for	ADP
fis-69	39	2	this	this	DET
fis-69	39	3	reason	reason	NOUN
fis-69	39	4	,	,	PUNCT
fis-69	39	5	when	when	SCONJ
fis-69	39	6	a	a	DET
fis-69	39	7	better	well	ADJ
fis-69	39	8	fiber	fiber	NOUN
fis-69	39	9	matrix	matrix	NOUN
fis-69	39	10	bond	bond	NOUN
fis-69	39	11	can	can	AUX
fis-69	39	12	be	be	AUX
fis-69	39	13	achieved	achieve	VERB
fis-69	39	14	,	,	PUNCT
fis-69	39	15	like	like	ADP
fis-69	39	16	the	the	DET
fis-69	39	17	fiber	fiber	NOUN
fis-69	39	18	-	-	PUNCT
fis-69	39	19	reinforced	reinforce	VERB
fis-69	39	20	self	self	NOUN
fis-69	39	21	-	-	PUNCT
fis-69	39	22	compacting	compact	VERB
fis-69	39	23	composites	composite	NOUN
fis-69	39	24	[	[	X
fis-69	39	25	6	6	NUM
fis-69	39	26	]	]	PUNCT
fis-69	39	27	,	,	PUNCT
fis-69	39	28	higher	high	ADJ
fis-69	39	29	compressive	compressive	ADJ
fis-69	39	30	fracture	fracture	ADJ
fis-69	39	31	toughness	toughness	NOUN
fis-69	39	32	should	should	AUX
fis-69	39	33	be	be	AUX
fis-69	39	34	expected	expect	VERB
fis-69	39	35	.	.	PUNCT
fis-69	40	1	to	to	PART
fis-69	40	2	confirm	confirm	VERB
fis-69	40	3	such	such	DET
fis-69	40	4	a	a	DET
fis-69	40	5	conjecture	conjecture	NOUN
fis-69	40	6	,	,	PUNCT
fis-69	40	7	the	the	DET
fis-69	40	8	post	post	ADJ
fis-69	40	9	-	-	ADJ
fis-69	40	10	peak	peak	ADJ
fis-69	40	11	responses	response	NOUN
fis-69	40	12	of	of	ADP
fis-69	40	13	different	different	ADJ
fis-69	40	14	cementitious	cementitious	ADJ
fis-69	40	15	composites	composite	NOUN
fis-69	40	16	under	under	ADP
fis-69	40	17	uniaxial	uniaxial	ADJ
fis-69	40	18	and	and	CCONJ
fis-69	40	19	multi	multi	ADJ
fis-69	40	20	-	-	ADJ
fis-69	40	21	axial	axial	ADJ
fis-69	40	22	compression	compression	NOUN
fis-69	40	23	are	be	AUX
fis-69	40	24	here	here	ADV
fis-69	40	25	investigated	investigate	VERB
fis-69	40	26	.	.	PUNCT
fis-69	41	1	post	post	ADJ
fis-69	41	2	-	-	ADJ
fis-69	41	3	peak	peak	ADJ
fis-69	41	4	response	response	NOUN
fis-69	41	5	of	of	ADP
fis-69	41	6	concrete	concrete	NOUN
fis-69	41	7	under	under	ADP
fis-69	41	8	compression	compression	NOUN
fis-69	41	9	he	he	PRON
fis-69	41	10	stress	stress	NOUN
fis-69	41	11	-	-	PUNCT
fis-69	41	12	strain	strain	NOUN
fis-69	41	13	relationships	relationship	NOUN
fis-69	41	14	of	of	ADP
fis-69	41	15	concrete	concrete	ADJ
fis-69	41	16	and	and	CCONJ
fis-69	41	17	quasi	quasi	ADJ
fis-69	41	18	-	-	ADJ
fis-69	41	19	brittle	brittle	ADJ
fis-69	41	20	materials	material	NOUN
fis-69	41	21	in	in	ADP
fis-69	41	22	compression	compression	NOUN
fis-69	41	23	(	(	PUNCT
fis-69	41	24	fig.3a	fig.3a	PROPN
fis-69	41	25	)	)	PUNCT
fis-69	41	26	can	can	AUX
fis-69	41	27	be	be	AUX
fis-69	41	28	divided	divide	VERB
fis-69	41	29	into	into	ADP
fis-69	41	30	two	two	NUM
fis-69	41	31	parts	part	NOUN
fis-69	41	32	(	(	PUNCT
fis-69	41	33	fig.3b	fig.3b	NUM
fis-69	41	34	)	)	PUNCT
fis-69	41	35	.	.	PUNCT
fis-69	42	1	in	in	ADP
fis-69	42	2	the	the	DET
fis-69	42	3	first	first	ADJ
fis-69	42	4	part	part	NOUN
fis-69	42	5	,	,	PUNCT
fis-69	42	6	when	when	SCONJ
fis-69	42	7	the	the	DET
fis-69	42	8	stress	stress	NOUN
fis-69	42	9	is	be	AUX
fis-69	42	10	lower	low	ADJ
fis-69	42	11	than	than	ADP
fis-69	42	12	the	the	DET
fis-69	42	13	strength	strength	NOUN
fis-69	42	14	fc	fc	PROPN
fis-69	42	15	(	(	PUNCT
fis-69	42	16	and	and	CCONJ
fis-69	42	17	c	c	ADV
fis-69	42	18	<	<	X
fis-69	42	19	c1	c1	PROPN
fis-69	42	20	)	)	PUNCT
fis-69	42	21	,	,	PUNCT
fis-69	42	22	the	the	DET
fis-69	42	23	specimen	speciman	NOUN
fis-69	42	24	can	can	AUX
fis-69	42	25	be	be	AUX
fis-69	42	26	considered	consider	VERB
fis-69	42	27	undamaged	undamaged	ADJ
fis-69	42	28	.	.	PUNCT
fis-69	43	1	in	in	ADP
fis-69	43	2	the	the	DET
fis-69	43	3	case	case	NOUN
fis-69	43	4	of	of	ADP
fis-69	43	5	plain	plain	ADJ
fis-69	43	6	concrete	concrete	NOUN
fis-69	43	7	,	,	PUNCT
fis-69	43	8	the	the	DET
fis-69	43	9	ascending	ascend	VERB
fis-69	43	10	branch	branch	NOUN
fis-69	43	11	of	of	ADP
fis-69	43	12	c-c	c-c	PROPN
fis-69	43	13	can	can	AUX
fis-69	43	14	be	be	AUX
fis-69	43	15	defined	define	VERB
fis-69	43	16	by	by	ADP
fis-69	43	17	the	the	DET
fis-69	43	18	sargin	sargin	NOUN
fis-69	43	19	’s	’s	PART
fis-69	43	20	relationship	relationship	NOUN
fis-69	43	21	proposed	propose	VERB
fis-69	43	22	by	by	ADP
fis-69	43	23	ceb	ceb	PROPN
fis-69	43	24	-	-	PUNCT
fis-69	43	25	fip	fip	PROPN
fis-69	43	26	model	model	NOUN
fis-69	43	27	code	code	NOUN
fis-69	44	1	[	[	X
fis-69	44	2	7	7	NUM
fis-69	44	3	]	]	PUNCT
fis-69	44	4	.	.	PUNCT
fis-69	45	1	as	as	ADV
fis-69	45	2	soon	soon	ADV
fis-69	45	3	as	as	SCONJ
fis-69	45	4	the	the	DET
fis-69	45	5	peak	peak	NOUN
fis-69	45	6	stress	stress	NOUN
fis-69	45	7	is	be	AUX
fis-69	45	8	reached	reach	VERB
fis-69	45	9	,	,	PUNCT
fis-69	45	10	localized	localized	ADJ
fis-69	45	11	damage	damage	NOUN
fis-69	45	12	develops	develop	VERB
fis-69	45	13	and	and	CCONJ
fis-69	45	14	strain	strain	VERB
fis-69	45	15	softening	softening	NOUN
fis-69	45	16	begins	begin	VERB
fis-69	45	17	.	.	PUNCT
fis-69	46	1	in	in	ADP
fis-69	46	2	this	this	DET
fis-69	46	3	stage	stage	NOUN
fis-69	46	4	,	,	PUNCT
fis-69	46	5	the	the	DET
fis-69	46	6	progressive	progressive	NOUN
fis-69	46	7	sliding	slide	VERB
fis-69	46	8	of	of	ADP
fis-69	46	9	two	two	NUM
fis-69	46	10	blocks	block	NOUN
fis-69	46	11	of	of	ADP
fis-69	46	12	the	the	DET
fis-69	46	13	cement	cement	NOUN
fis-69	46	14	-	-	PUNCT
fis-69	46	15	based	base	VERB
fis-69	46	16	material	material	NOUN
fis-69	46	17	is	be	AUX
fis-69	46	18	evident	evident	ADJ
fis-69	46	19	.	.	PUNCT
fis-69	47	1	in	in	ADP
fis-69	47	2	fig.3a	fig.3a	PROPN
fis-69	47	3	,	,	PUNCT
fis-69	47	4	the	the	DET
fis-69	47	5	angle	angle	NOUN
fis-69	47	6	between	between	ADP
fis-69	47	7	the	the	DET
fis-69	47	8	vertical	vertical	ADJ
fis-69	47	9	axis	axis	NOUN
fis-69	47	10	of	of	ADP
fis-69	47	11	the	the	DET
fis-69	47	12	specimen	speciman	NOUN
fis-69	47	13	and	and	CCONJ
fis-69	47	14	the	the	DET
fis-69	47	15	sliding	slide	VERB
fis-69	47	16	surfaces	surface	NOUN
fis-69	47	17	is	be	AUX
fis-69	47	18	assumed	assume	VERB
fis-69	47	19	to	to	PART
fis-69	47	20	be	be	AUX
fis-69	47	21	=18	=18	NOUN
fis-69	47	22	°	°	NOUN
fis-69	47	23	.	.	PUNCT
fis-69	48	1	this	this	DET
fis-69	48	2	value	value	NOUN
fis-69	48	3	,	,	PUNCT
fis-69	48	4	as	as	SCONJ
fis-69	48	5	measured	measure	VERB
fis-69	48	6	in	in	ADP
fis-69	48	7	many	many	ADJ
fis-69	48	8	tests	test	NOUN
fis-69	48	9	,	,	PUNCT
fis-69	48	10	can	can	AUX
fis-69	48	11	be	be	AUX
fis-69	48	12	also	also	ADV
fis-69	48	13	obtained	obtain	VERB
fis-69	48	14	through	through	ADP
fis-69	48	15	the	the	DET
fis-69	48	16	mohr	mohr	PROPN
fis-69	48	17	-	-	PUNCT
fis-69	48	18	coulomb	coulomb	PROPN
fis-69	48	19	failure	failure	NOUN
fis-69	48	20	criterion	criterion	NOUN
fis-69	48	21	,	,	PUNCT
fis-69	48	22	if	if	SCONJ
fis-69	48	23	the	the	DET
fis-69	48	24	tensile	tensile	NOUN
fis-69	48	25	strength	strength	NOUN
fis-69	48	26	is	be	AUX
fis-69	48	27	t	t	PROPN
fis-69	48	28	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	PROPN
fis-69	48	29	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-69	48	30	b.	b.	PROPN
fis-69	48	31	chiaia	chiaia	PROPN
fis-69	48	32	et	et	PROPN
fis-69	48	33	alii	alii	PROPN
fis-69	48	34	,	,	PUNCT
fis-69	48	35	frattura	frattura	PROPN
fis-69	48	36	ed	ed	PROPN
fis-69	48	37	integrità	integrità	PROPN
fis-69	48	38	strutturale	strutturale	PROPN
fis-69	48	39	,	,	PUNCT
fis-69	48	40	10	10	NUM
fis-69	48	41	(	(	PUNCT
fis-69	48	42	2009	2009	NUM
fis-69	48	43	)	)	PUNCT
fis-69	48	44	29	29	NUM
fis-69	48	45	-	-	SYM
fis-69	48	46	37	37	NUM
fis-69	48	47	;	;	PUNCT
fis-69	48	48	doi	doi	NOUN
fis-69	48	49	:	:	PUNCT
fis-69	48	50	10.3221	10.3221	NUM
fis-69	48	51	/	/	SYM
fis-69	48	52	igf	igf	PROPN
fis-69	48	53	-	-	NOUN
fis-69	48	54	esis.10.04	esis.10.04	PROPN
fis-69	48	55	31	31	NUM
fis-69	48	56	assumed	assume	VERB
fis-69	48	57	to	to	PART
fis-69	48	58	be	be	AUX
fis-69	48	59	1/10	1/10	NUM
fis-69	48	60	of	of	ADP
fis-69	48	61	compression	compression	NOUN
fis-69	48	62	strength	strength	NOUN
fis-69	48	63	(	(	PUNCT
fis-69	48	64	fct	fct	NOUN
fis-69	48	65	=	=	SYM
fis-69	48	66	0.1	0.1	NUM
fis-69	48	67	fc	fc	NOUN
fis-69	48	68	)	)	PUNCT
fis-69	48	69	.	.	PUNCT
fis-69	49	1	the	the	DET
fis-69	49	2	inelastic	inelastic	ADJ
fis-69	49	3	displacement	displacement	NOUN
fis-69	49	4	w	w	NOUN
fis-69	49	5	of	of	ADP
fis-69	49	6	the	the	DET
fis-69	49	7	specimen	speciman	NOUN
fis-69	49	8	,	,	PUNCT
fis-69	49	9	and	and	CCONJ
fis-69	49	10	the	the	DET
fis-69	49	11	consequent	consequent	NOUN
fis-69	49	12	sliding	slide	VERB
fis-69	49	13	s	s	X
fis-69	49	14	of	of	ADP
fis-69	49	15	the	the	DET
fis-69	49	16	blocks	block	NOUN
fis-69	49	17	along	along	ADP
fis-69	49	18	the	the	DET
fis-69	49	19	sliding	slide	VERB
fis-69	49	20	surface	surface	NOUN
fis-69	49	21	,	,	PUNCT
fis-69	49	22	are	be	AUX
fis-69	49	23	the	the	DET
fis-69	49	24	parameters	parameter	NOUN
fis-69	49	25	governing	govern	VERB
fis-69	49	26	the	the	DET
fis-69	49	27	average	average	ADJ
fis-69	49	28	post	post	ADJ
fis-69	49	29	-	-	ADJ
fis-69	49	30	peak	peak	ADJ
fis-69	49	31	compressive	compressive	ADJ
fis-69	49	32	strain	strain	NOUN
fis-69	49	33	c	c	ADV
fis-69	49	34	of	of	ADP
fis-69	49	35	the	the	DET
fis-69	49	36	specimen	speciman	NOUN
fis-69	49	37	(	(	PUNCT
fis-69	49	38	fig	fig	NOUN
fis-69	49	39	.	.	PUNCT
fis-69	50	1	3	3	NUM
fis-69	50	2	)	)	PUNCT
fis-69	50	3	.	.	PUNCT
fis-69	51	1	referring	refer	VERB
fis-69	51	2	to	to	ADP
fis-69	51	3	the	the	DET
fis-69	51	4	specimen	speciman	NOUN
fis-69	51	5	depicted	depict	VERB
fis-69	51	6	in	in	ADP
fis-69	51	7	fig	fig	NOUN
fis-69	51	8	.	.	PUNCT
fis-69	52	1	3a	3a	NUM
fis-69	52	2	,	,	PUNCT
fis-69	52	3	post	post	NOUN
fis-69	52	4	peak	peak	NOUN
fis-69	52	5	strains	strain	NOUN
fis-69	52	6	can	can	AUX
fis-69	52	7	be	be	AUX
fis-69	52	8	defined	define	VERB
fis-69	52	9	by	by	ADP
fis-69	52	10	the	the	DET
fis-69	52	11	following	follow	VERB
fis-69	52	12	equation	equation	NOUN
fis-69	52	13	[	[	X
fis-69	52	14	8	8	NUM
fis-69	52	15	]	]	X
fis-69	52	16	:	:	PUNCT
fis-69	52	17	h	h	PROPN
fis-69	52	18	w	w	INTJ
fis-69	52	19	eh	eh	INTJ
fis-69	52	20	w	w	PROPN
fis-69	52	21	c	c	PROPN
fis-69	52	22	c	c	PROPN
fis-69	52	23	celcc	celcc	PROPN
fis-69	52	24			ADV
fis-69	52	25			PUNCT
fis-69	52	26			X
fis-69	52	27			PROPN
fis-69	52	28			PRON
fis-69	52	29	1	1	NUM
fis-69	52	30	,	,	PUNCT
fis-69	52	31	(	(	PUNCT
fis-69	52	32	1	1	X
fis-69	52	33	)	)	PUNCT
fis-69	52	34	where	where	SCONJ
fis-69	52	35	,	,	PUNCT
fis-69	52	36	c1	c1	SYM
fis-69	52	37	=	=	SYM
fis-69	52	38	strain	strain	PROPN
fis-69	52	39	at	at	ADP
fis-69	52	40	compressive	compressive	ADJ
fis-69	52	41	strength	strength	NOUN
fis-69	52	42	fc	fc	PROPN
fis-69	52	43	;	;	PUNCT
fis-69	53	1	c	c	X
fis-69	53	2	=	=	SYM
fis-69	53	3	stress	stress	NOUN
fis-69	53	4	decrement	decrement	ADJ
fis-69	53	5	after	after	ADP
fis-69	53	6	the	the	DET
fis-69	53	7	peak	peak	NOUN
fis-69	53	8	;	;	PUNCT
fis-69	53	9	h	h	NOUN
fis-69	53	10	=	=	NOUN
fis-69	53	11	height	height	NOUN
fis-69	53	12	of	of	ADP
fis-69	53	13	the	the	DET
fis-69	53	14	specimen	speciman	NOUN
fis-69	53	15	(	(	PUNCT
fis-69	53	16	see	see	VERB
fis-69	53	17	fig	fig	NOUN
fis-69	53	18	.	.	PUNCT
fis-69	54	1	1b	1b	NUM
fis-69	54	2	)	)	PUNCT
fis-69	54	3	.	.	PUNCT
fis-69	55	1	figure	figure	VERB
fis-69	55	2	3	3	NUM
fis-69	55	3	:	:	PUNCT
fis-69	55	4	the	the	DET
fis-69	55	5	post	post	ADJ
fis-69	55	6	-	-	ADJ
fis-69	55	7	peak	peak	ADJ
fis-69	55	8	response	response	NOUN
fis-69	55	9	of	of	ADP
fis-69	55	10	quasi	quasi	ADJ
fis-69	55	11	-	-	ADJ
fis-69	55	12	brittle	brittle	ADJ
fis-69	55	13	materials	material	NOUN
fis-69	55	14	in	in	ADP
fis-69	55	15	compression	compression	NOUN
fis-69	55	16	.	.	PUNCT
fis-69	56	1	according	accord	VERB
fis-69	56	2	to	to	ADP
fis-69	56	3	test	test	NOUN
fis-69	56	4	measurements	measurement	NOUN
fis-69	56	5	[	[	X
fis-69	56	6	8	8	NUM
fis-69	56	7	,	,	PUNCT
fis-69	56	8	9	9	NUM
fis-69	56	9	]	]	PUNCT
fis-69	56	10	,	,	PUNCT
fis-69	56	11	the	the	DET
fis-69	56	12	post	post	ADJ
fis-69	56	13	-	-	ADJ
fis-69	56	14	peak	peak	ADJ
fis-69	56	15	slope	slope	NOUN
fis-69	56	16	of	of	ADP
fis-69	56	17	c-c	c-c	PROPN
fis-69	56	18	increases	increase	VERB
fis-69	56	19	in	in	ADP
fis-69	56	20	longer	long	ADJ
fis-69	56	21	specimens	specimen	NOUN
fis-69	56	22	(	(	PUNCT
fis-69	56	23	fig.3b	fig.3b	NUM
fis-69	56	24	)	)	PUNCT
fis-69	56	25	,	,	PUNCT
fis-69	56	26	due	due	ADP
fis-69	56	27	to	to	ADP
fis-69	56	28	the	the	DET
fis-69	56	29	w	w	NOUN
fis-69	56	30	/	/	SYM
fis-69	56	31	h	h	NOUN
fis-69	56	32	ratio	ratio	NOUN
fis-69	56	33	involved	involve	VERB
fis-69	56	34	in	in	ADP
fis-69	56	35	the	the	DET
fis-69	56	36	evaluation	evaluation	NOUN
fis-69	56	37	of	of	ADP
fis-69	56	38	c	c	PROPN
fis-69	56	39	[	[	X
fis-69	56	40	eq.(1	eq.(1	ADJ
fis-69	56	41	)	)	PUNCT
fis-69	56	42	]	]	PUNCT
fis-69	56	43	.	.	PUNCT
fis-69	57	1	the	the	DET
fis-69	57	2	stress	stress	ADJ
fis-69	57	3	decrement	decrement	ADJ
fis-69	57	4	c	c	NOUN
fis-69	57	5	can	can	AUX
fis-69	57	6	be	be	AUX
fis-69	57	7	defined	define	VERB
fis-69	57	8	as	as	ADP
fis-69	57	9	:	:	PUNCT
fis-69	57	10			NOUN
fis-69	57	11			NOUN
fis-69	57	12	wfff	wfff	PROPN
fis-69	57	13	cccc	cccc	PROPN
fis-69	57	14			PROPN
fis-69	57	15	1	1	NUM
fis-69	57	16	(	(	PUNCT
fis-69	57	17	2	2	NUM
fis-69	57	18	)	)	PUNCT
fis-69	57	19	where	where	SCONJ
fis-69	57	20	,	,	PUNCT
fis-69	57	21	f(w	f(w	PROPN
fis-69	57	22	)	)	PUNCT
fis-69	58	1	=	=	SYM
fis-69	58	2	non	non	ADJ
fis-69	58	3	-	-	ADJ
fis-69	58	4	dimensional	dimensional	ADJ
fis-69	58	5	function	function	NOUN
fis-69	58	6	which	which	PRON
fis-69	58	7	relates	relate	VERB
fis-69	58	8	the	the	DET
fis-69	58	9	inelastic	inelastic	ADJ
fis-69	58	10	displacement	displacement	NOUN
fis-69	58	11	w	w	NOUN
fis-69	58	12	and	and	CCONJ
fis-69	58	13	the	the	DET
fis-69	58	14	relative	relative	ADJ
fis-69	58	15	stress	stress	NOUN
fis-69	58	16	c	c	PROPN
fis-69	58	17	/	/	SYM
fis-69	58	18	fc	fc	PROPN
fis-69	58	19	during	during	ADP
fis-69	58	20	softening	soften	VERB
fis-69	58	21	(	(	PUNCT
fis-69	58	22	fig.3c	fig.3c	NUM
fis-69	58	23	)	)	PUNCT
fis-69	58	24	;	;	PUNCT
fis-69	58	25	fc	fc	PROPN
fis-69	58	26	=	=	NOUN
fis-69	58	27	compressive	compressive	ADJ
fis-69	58	28	strength	strength	NOUN
fis-69	58	29	(	(	PUNCT
fis-69	58	30	assumed	assume	VERB
fis-69	58	31	to	to	PART
fis-69	58	32	be	be	AUX
fis-69	58	33	positive	positive	ADJ
fis-69	58	34	)	)	PUNCT
fis-69	58	35	.	.	PUNCT
fis-69	59	1	substituting	substitute	VERB
fis-69	59	2	eq.(2	eq.(2	NOUN
fis-69	59	3	)	)	PUNCT
fis-69	59	4	into	into	ADP
fis-69	59	5	eq.(1	eq.(1	ADJ
fis-69	59	6	)	)	PUNCT
fis-69	59	7	,	,	PUNCT
fis-69	59	8	it	it	PRON
fis-69	59	9	is	be	AUX
fis-69	59	10	possible	possible	ADJ
fis-69	59	11	to	to	PART
fis-69	59	12	obtain	obtain	VERB
fis-69	59	13	a	a	DET
fis-69	59	14	new	new	ADJ
fis-69	59	15	equation	equation	NOUN
fis-69	59	16	for	for	ADP
fis-69	59	17	c	c	ADV
fis-69	59	18	:	:	PUNCT
fis-69	59	19			NOUN
fis-69	59	20			PUNCT
fis-69	59	21			NOUN
fis-69	59	22	h	h	NOUN
fis-69	59	23	w	w	PROPN
fis-69	59	24	e	e	PROPN
fis-69	59	25	wff	wff	PROPN
fis-69	60	1	c	c	PROPN
fis-69	60	2	c	c	PROPN
fis-69	60	3	cc	cc	PROPN
fis-69	60	4			ADV
fis-69	60	5			PROPN
fis-69	60	6			ADJ
fis-69	60	7	1	1	NUM
fis-69	60	8	1	1	NUM
fis-69	60	9	for	for	ADP
fis-69	60	10	c	c	ADV
fis-69	60	11	>	>	X
fis-69	60	12	c1	c1	X
fis-69	60	13	(	(	PUNCT
fis-69	60	14	3	3	X
fis-69	60	15	)	)	PUNCT
fis-69	60	16	eq.(3	eq.(3	NOUN
fis-69	60	17	)	)	PUNCT
fis-69	60	18	,	,	PUNCT
fis-69	60	19	adopted	adopt	VERB
fis-69	60	20	for	for	ADP
fis-69	60	21	the	the	DET
fis-69	60	22	post	post	ADJ
fis-69	60	23	-	-	ADJ
fis-69	60	24	peak	peak	ADJ
fis-69	60	25	stage	stage	NOUN
fis-69	60	26	of	of	ADP
fis-69	60	27	a	a	DET
fis-69	60	28	generic	generic	ADJ
fis-69	60	29	cement	cement	NOUN
fis-69	60	30	-	-	PUNCT
fis-69	60	31	based	base	VERB
fis-69	60	32	material	material	NOUN
fis-69	60	33	in	in	ADP
fis-69	60	34	compression	compression	NOUN
fis-69	60	35	,	,	PUNCT
fis-69	60	36	is	be	AUX
fis-69	60	37	based	base	VERB
fis-69	60	38	on	on	ADP
fis-69	60	39	the	the	DET
fis-69	60	40	definition	definition	NOUN
fis-69	60	41	of	of	ADP
fis-69	60	42	f(w	f(w	PROPN
fis-69	60	43	)	)	PUNCT
fis-69	60	44	,	,	PUNCT
fis-69	60	45	which	which	PRON
fis-69	60	46	has	have	VERB
fis-69	60	47	to	to	PART
fis-69	60	48	be	be	AUX
fis-69	60	49	considered	consider	VERB
fis-69	60	50	as	as	ADP
fis-69	60	51	a	a	DET
fis-69	60	52	material	material	NOUN
fis-69	60	53	property	property	NOUN
fis-69	60	54	[	[	X
fis-69	60	55	8	8	NUM
fis-69	60	56	-	-	SYM
fis-69	60	57	9	9	NUM
fis-69	60	58	]	]	PUNCT
fis-69	60	59	.	.	PUNCT
fis-69	61	1	in	in	ADP
fis-69	61	2	all	all	DET
fis-69	61	3	cement	cement	NOUN
fis-69	61	4	-	-	PUNCT
fis-69	61	5	based	base	VERB
fis-69	61	6	composites	composite	NOUN
fis-69	61	7	,	,	PUNCT
fis-69	61	8	this	this	DET
fis-69	61	9	function	function	NOUN
fis-69	61	10	should	should	AUX
fis-69	61	11	be	be	AUX
fis-69	61	12	evaluated	evaluate	VERB
fis-69	61	13	experimentally	experimentally	ADV
fis-69	61	14	on	on	ADP
fis-69	61	15	cylindrical	cylindrical	ADJ
fis-69	61	16	specimens	specimen	NOUN
fis-69	61	17	,	,	PUNCT
fis-69	61	18	as	as	SCONJ
fis-69	61	19	performed	perform	VERB
fis-69	61	20	by	by	ADP
fis-69	61	21	jansen	jansen	PROPN
fis-69	61	22	and	and	CCONJ
fis-69	61	23	shah	shah	NOUN
fis-69	61	24	[	[	X
fis-69	61	25	9	9	NUM
fis-69	61	26	]	]	PUNCT
fis-69	61	27	for	for	ADP
fis-69	61	28	plain	plain	ADJ
fis-69	61	29	concrete	concrete	NOUN
fis-69	61	30	(	(	PUNCT
fis-69	61	31	fig.3c	fig.3c	NOUN
fis-69	61	32	)	)	PUNCT
fis-69	61	33	.	.	PUNCT
fis-69	62	1	fig.4a	fig.4a	PROPN
fis-69	62	2	shows	show	VERB
fis-69	62	3	the	the	DET
fis-69	62	4	f(w	f(w	PROPN
fis-69	62	5	)	)	PUNCT
fis-69	62	6	relationships	relationship	NOUN
fis-69	62	7	proposed	propose	VERB
fis-69	62	8	by	by	ADP
fis-69	62	9	fantilli	fantilli	PROPN
fis-69	62	10	et	et	PROPN
fis-69	62	11	al	al	PROPN
fis-69	62	12	.	.	PUNCT
fis-69	63	1	[	[	X
fis-69	63	2	10	10	NUM
fis-69	63	3	]	]	PUNCT
fis-69	63	4	.	.	PUNCT
fis-69	64	1	it	it	PRON
fis-69	64	2	consists	consist	VERB
fis-69	64	3	of	of	ADP
fis-69	64	4	two	two	NUM
fis-69	64	5	parabolas	parabola	NOUN
fis-69	64	6	and	and	CCONJ
fis-69	64	7	a	a	DET
fis-69	64	8	constant	constant	ADJ
fis-69	64	9	branch	branch	NOUN
fis-69	64	10	:	:	PUNCT
fis-69	64	11			NOUN
fis-69	64	12			SYM
fis-69	64	13	1	1	NUM
fis-69	64	14	2	2	NUM
fis-69	64	15	wbwa	wbwa	NOUN
fis-69	64	16	f	f	PROPN
fis-69	64	17	wf	wf	PROPN
fis-69	64	18	c	c	PROPN
fis-69	64	19			NOUN
fis-69	64	20			PROPN
fis-69	64	21	a	a	DET
fis-69	64	22	b	b	PROPN
fis-69	64	23	w	w	NOUN
fis-69	64	24			ADJ
fis-69	64	25			NOUN
fis-69	64	26	2	2	NUM
fis-69	64	27	0for	0for	NOUN
fis-69	64	28	(	(	PUNCT
fis-69	64	29	4a	4a	NUM
fis-69	64	30	)	)	PUNCT
fis-69	64	31			NOUN
fis-69	64	32			PROPN
fis-69	64	33	44	44	NUM
fis-69	64	34	4	4	NUM
fis-69	64	35	1	1	NUM
fis-69	64	36	2	2	NUM
fis-69	64	37	2	2	NUM
fis-69	64	38	22	22	NUM
fis-69	64	39			PROPN
fis-69	64	40			PROPN
fis-69	64	41			NOUN
fis-69	65	1			PROPN
fis-69	65	2			PROPN
fis-69	65	3			PROPN
fis-69	66	1			PROPN
fis-69	66	2			NOUN
fis-69	66	3			PROPN
fis-69	66	4			PUNCT
fis-69	66	5			VERB
fis-69	66	6			NOUN
fis-69	66	7			PROPN
fis-69	66	8			NOUN
fis-69	67	1			PROPN
fis-69	67	2			PROPN
fis-69	67	3			PROPN
fis-69	68	1			PROPN
fis-69	68	2			NOUN
fis-69	68	3			PROPN
fis-69	68	4			NOUN
fis-69	68	5	w	w	NOUN
fis-69	68	6	b	b	NOUN
fis-69	68	7	a	a	DET
fis-69	68	8	w	w	PROPN
fis-69	68	9	b	b	PROPN
fis-69	68	10	a	a	DET
fis-69	68	11	a	a	DET
fis-69	68	12	b	b	NOUN
fis-69	68	13	f	f	X
fis-69	68	14	wf	wf	PROPN
fis-69	68	15	c	c	PROPN
fis-69	68	16			PROPN
fis-69	68	17	a	a	DET
fis-69	68	18	b	b	PROPN
fis-69	68	19	w	w	PROPN
fis-69	68	20	a	a	DET
fis-69	68	21	b	b	PROPN
fis-69	68	22			PUNCT
fis-69	68	23			ADJ
fis-69	68	24			NOUN
fis-69	68	25	2	2	NUM
fis-69	68	26	for	for	ADP
fis-69	68	27	(	(	PUNCT
fis-69	68	28	4b	4b	X
fis-69	68	29	)	)	PUNCT
fis-69	68	30			NOUN
fis-69	68	31			PROPN
fis-69	68	32	0	0	PUNCT
fis-69	69	1	cf	cf	X
fis-69	69	2	wf	wf	PROPN
fis-69	69	3			PROPN
fis-69	69	4	a	a	DET
fis-69	69	5	b	b	PROPN
fis-69	69	6	w	w	PROPN
fis-69	69	7	for	for	NOUN
fis-69	69	8	(	(	PUNCT
fis-69	69	9	4c	4c	NOUN
fis-69	69	10	)	)	PUNCT
fis-69	69	11	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	PROPN
fis-69	69	12	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-69	69	13	b.	b.	PROPN
fis-69	69	14	chiaia	chiaia	PROPN
fis-69	69	15	et	et	PROPN
fis-69	69	16	alii	alii	PROPN
fis-69	69	17	,	,	PUNCT
fis-69	69	18	frattura	frattura	PROPN
fis-69	69	19	ed	ed	PROPN
fis-69	69	20	integrità	integrità	PROPN
fis-69	69	21	strutturale	strutturale	PROPN
fis-69	69	22	,	,	PUNCT
fis-69	69	23	10	10	NUM
fis-69	69	24	(	(	PUNCT
fis-69	69	25	2009	2009	NUM
fis-69	69	26	)	)	PUNCT
fis-69	69	27	29	29	NUM
fis-69	69	28	-	-	SYM
fis-69	69	29	37	37	NUM
fis-69	69	30	;	;	PUNCT
fis-69	69	31	doi	doi	NOUN
fis-69	69	32	:	:	PUNCT
fis-69	69	33	10.3221	10.3221	NUM
fis-69	69	34	/	/	SYM
fis-69	69	35	igf	igf	PROPN
fis-69	69	36	-	-	NOUN
fis-69	69	37	esis.10.04	esis.10.04	NOUN
fis-69	69	38	32	32	NUM
fis-69	69	39	the	the	DET
fis-69	69	40	parabolas	parabola	NOUN
fis-69	69	41	are	be	AUX
fis-69	69	42	both	both	PRON
fis-69	69	43	defined	define	VERB
fis-69	69	44	by	by	ADP
fis-69	69	45	the	the	DET
fis-69	69	46	same	same	ADJ
fis-69	69	47	coefficients	coefficient	NOUN
fis-69	69	48	a	a	DET
fis-69	69	49	,	,	PUNCT
fis-69	69	50	b	b	NOUN
fis-69	69	51	and	and	CCONJ
fis-69	69	52	have	have	VERB
fis-69	69	53	the	the	DET
fis-69	69	54	same	same	ADJ
fis-69	69	55	extreme	extreme	ADJ
fis-69	69	56	point	point	NOUN
fis-69	69	57	at	at	ADP
fis-69	69	58	w	w	PROPN
fis-69	69	59	=	=	SYM
fis-69	69	60	-0.5	-0.5	PROPN
fis-69	69	61	b	b	PROPN
fis-69	69	62	/	/	SYM
fis-69	69	63	a	a	PRON
fis-69	69	64	,	,	PUNCT
fis-69	69	65	whereas	whereas	SCONJ
fis-69	69	66	w	w	PROPN
fis-69	69	67	=	=	SYM
fis-69	69	68	b	b	PROPN
fis-69	69	69	/	/	SYM
fis-69	69	70	a	a	PRON
fis-69	69	71	(	(	PUNCT
fis-69	69	72	i.e.	i.e.	X
fis-69	69	73	twice	twice	DET
fis-69	69	74	the	the	DET
fis-69	69	75	value	value	NOUN
fis-69	69	76	at	at	ADP
fis-69	69	77	extreme	extreme	ADJ
fis-69	69	78	point	point	NOUN
fis-69	69	79	)	)	PUNCT
fis-69	69	80	is	be	AUX
fis-69	69	81	considered	consider	VERB
fis-69	69	82	the	the	DET
fis-69	69	83	maximum	maximum	ADJ
fis-69	69	84	inelastic	inelastic	ADJ
fis-69	69	85	displacement	displacement	NOUN
fis-69	69	86	corresponding	corresponding	NOUN
fis-69	69	87	to	to	ADP
fis-69	69	88	f(w	f(w	PROPN
fis-69	69	89	)	)	PUNCT
fis-69	69	90	higher	high	ADJ
fis-69	69	91	than	than	ADP
fis-69	69	92	zero	zero	NUM
fis-69	69	93	.	.	PUNCT
fis-69	70	1	figure	figure	NOUN
fis-69	70	2	4	4	NUM
fis-69	70	3	:	:	PUNCT
fis-69	70	4	the	the	DET
fis-69	70	5	stress	stress	NOUN
fis-69	70	6	-	-	PUNCT
fis-69	70	7	inelastic	inelastic	ADJ
fis-69	70	8	displacement	displacement	ADJ
fis-69	70	9	relationship	relationship	NOUN
fis-69	70	10	proposed	propose	VERB
fis-69	70	11	by	by	ADP
fis-69	70	12	fantilli	fantilli	PROPN
fis-69	70	13	et	et	PROPN
fis-69	70	14	al	al	PROPN
fis-69	70	15	.	.	PUNCT
fis-69	71	1	[	[	X
fis-69	71	2	10	10	NUM
fis-69	71	3	]	]	PUNCT
fis-69	71	4	.	.	PUNCT
fis-69	72	1	in	in	ADP
fis-69	72	2	the	the	DET
fis-69	72	3	case	case	NOUN
fis-69	72	4	of	of	ADP
fis-69	72	5	the	the	DET
fis-69	72	6	plain	plain	ADJ
fis-69	72	7	concrete	concrete	ADJ
fis-69	72	8	specimens	specimen	NOUN
fis-69	72	9	,	,	PUNCT
fis-69	72	10	the	the	DET
fis-69	72	11	values	value	NOUN
fis-69	72	12	a	a	DET
fis-69	72	13	=	=	NOUN
fis-69	72	14	0.320	0.320	NUM
fis-69	72	15	mm-2	mm-2	NOUN
fis-69	72	16	and	and	CCONJ
fis-69	72	17	b	b	X
fis-69	72	18	=	=	SYM
fis-69	72	19	-1.12	-1.12	NOUN
fis-69	72	20	mm-1	mm-1	VERB
fis-69	72	21	were	be	AUX
fis-69	72	22	obtained	obtain	VERB
fis-69	72	23	by	by	ADP
fis-69	72	24	means	mean	NOUN
fis-69	72	25	of	of	ADP
fis-69	72	26	the	the	DET
fis-69	72	27	least	least	ADJ
fis-69	72	28	square	square	ADJ
fis-69	72	29	approximation	approximation	NOUN
fis-69	72	30	of	of	ADP
fis-69	72	31	several	several	ADJ
fis-69	72	32	tests	test	NOUN
fis-69	72	33	[	[	X
fis-69	72	34	10	10	NUM
fis-69	72	35	]	]	PUNCT
fis-69	72	36	.	.	PUNCT
fis-69	73	1	as	as	SCONJ
fis-69	73	2	observed	observe	VERB
fis-69	73	3	in	in	ADP
fis-69	73	4	fig.4b	fig.4b	NOUN
fis-69	73	5	,	,	PUNCT
fis-69	73	6	the	the	DET
fis-69	73	7	curves	curve	NOUN
fis-69	73	8	defined	define	VERB
fis-69	73	9	by	by	ADP
fis-69	73	10	eqs.(4	eqs.(4	PROPN
fis-69	73	11	)	)	PUNCT
fis-69	73	12	fall	fall	NOUN
fis-69	73	13	within	within	ADP
fis-69	73	14	the	the	DET
fis-69	73	15	range	range	NOUN
fis-69	73	16	of	of	ADP
fis-69	73	17	the	the	DET
fis-69	73	18	data	datum	NOUN
fis-69	73	19	experimentally	experimentally	ADV
fis-69	73	20	measured	measure	VERB
fis-69	73	21	by	by	ADP
fis-69	73	22	jansen	jansen	PROPN
fis-69	73	23	and	and	CCONJ
fis-69	73	24	shah	shah	NOUN
fis-69	73	25	[	[	X
fis-69	73	26	9	9	NUM
fis-69	73	27	]	]	PUNCT
fis-69	73	28	.	.	PUNCT
fis-69	74	1	in	in	ADP
fis-69	74	2	the	the	DET
fis-69	74	3	case	case	NOUN
fis-69	74	4	of	of	ADP
fis-69	74	5	multi	multi	ADJ
fis-69	74	6	-	-	ADJ
fis-69	74	7	axial	axial	ADJ
fis-69	74	8	compression	compression	NOUN
fis-69	74	9	,	,	PUNCT
fis-69	74	10	stress	stress	NOUN
fis-69	74	11	-	-	PUNCT
fis-69	74	12	inelastic	inelastic	ADJ
fis-69	74	13	displacement	displacement	ADJ
fis-69	74	14	relationships	relationship	NOUN
fis-69	74	15	,	,	PUNCT
fis-69	74	16	which	which	PRON
fis-69	74	17	should	should	AUX
fis-69	74	18	reproduce	reproduce	VERB
fis-69	74	19	the	the	DET
fis-69	74	20	confined	confine	VERB
fis-69	74	21	post	post	ADJ
fis-69	74	22	-	-	ADJ
fis-69	74	23	peak	peak	ADJ
fis-69	74	24	stage	stage	NOUN
fis-69	74	25	,	,	PUNCT
fis-69	74	26	can	can	AUX
fis-69	74	27	not	not	PART
fis-69	74	28	be	be	AUX
fis-69	74	29	found	find	VERB
fis-69	74	30	in	in	ADP
fis-69	74	31	the	the	DET
fis-69	74	32	existing	exist	VERB
fis-69	74	33	literature	literature	NOUN
fis-69	74	34	.	.	PUNCT
fis-69	75	1	as	as	SCONJ
fis-69	75	2	is	be	AUX
fis-69	75	3	well	well	ADV
fis-69	75	4	known	know	VERB
fis-69	75	5	,	,	PUNCT
fis-69	75	6	two	two	NUM
fis-69	75	7	types	type	NOUN
fis-69	75	8	of	of	ADP
fis-69	75	9	confinement	confinement	NOUN
fis-69	75	10	,	,	PUNCT
fis-69	75	11	namely	namely	ADV
fis-69	75	12	passive	passive	ADJ
fis-69	75	13	and	and	CCONJ
fis-69	75	14	active	active	ADJ
fis-69	75	15	,	,	PUNCT
fis-69	75	16	can	can	AUX
fis-69	75	17	be	be	AUX
fis-69	75	18	produced	produce	VERB
fis-69	75	19	.	.	PUNCT
fis-69	76	1	in	in	ADP
fis-69	76	2	compressed	compressed	ADJ
fis-69	76	3	columns	column	NOUN
fis-69	76	4	,	,	PUNCT
fis-69	76	5	passive	passive	ADJ
fis-69	76	6	confinements	confinement	NOUN
fis-69	76	7	provided	provide	VERB
fis-69	76	8	by	by	ADP
fis-69	76	9	transversal	transversal	ADJ
fis-69	76	10	reinforcement	reinforcement	NOUN
fis-69	76	11	(	(	PUNCT
fis-69	76	12	i.e.	i.e.	X
fis-69	76	13	,	,	PUNCT
fis-69	76	14	stirrups	stirrup	NOUN
fis-69	76	15	,	,	PUNCT
fis-69	76	16	tubes	tube	NOUN
fis-69	76	17	,	,	PUNCT
fis-69	76	18	strips	strip	NOUN
fis-69	76	19	,	,	PUNCT
fis-69	76	20	spirals	spiral	NOUN
fis-69	76	21	,	,	PUNCT
fis-69	76	22	etc	etc	X
fis-69	76	23	.	.	X
fis-69	76	24	)	)	PUNCT
fis-69	76	25	,	,	PUNCT
fis-69	76	26	are	be	AUX
fis-69	76	27	only	only	ADV
fis-69	76	28	activated	activate	VERB
fis-69	76	29	by	by	ADP
fis-69	76	30	concrete	concrete	ADJ
fis-69	76	31	displacements	displacement	NOUN
fis-69	76	32	.	.	PUNCT
fis-69	77	1	thus	thus	ADV
fis-69	77	2	,	,	PUNCT
fis-69	77	3	to	to	PART
fis-69	77	4	define	define	VERB
fis-69	77	5	quantitatively	quantitatively	ADV
fis-69	77	6	this	this	DET
fis-69	77	7	contribution	contribution	NOUN
fis-69	77	8	,	,	PUNCT
fis-69	77	9	it	it	PRON
fis-69	77	10	is	be	AUX
fis-69	77	11	necessary	necessary	ADJ
fis-69	77	12	to	to	PART
fis-69	77	13	know	know	VERB
fis-69	77	14	the	the	DET
fis-69	77	15	stress	stress	NOUN
fis-69	77	16	-	-	PUNCT
fis-69	77	17	transversal	transversal	ADJ
fis-69	77	18	displacement	displacement	NOUN
fis-69	77	19	relationship	relationship	NOUN
fis-69	77	20	of	of	ADP
fis-69	77	21	concrete	concrete	NOUN
fis-69	77	22	.	.	PUNCT
fis-69	78	1	active	active	ADJ
fis-69	78	2	confinement	confinement	NOUN
fis-69	78	3	is	be	AUX
fis-69	78	4	due	due	ADJ
fis-69	78	5	to	to	ADP
fis-69	78	6	external	external	ADJ
fis-69	78	7	stresses	stress	NOUN
fis-69	78	8	3	3	PROPN
fis-69	78	9	applied	apply	VERB
fis-69	78	10	by	by	ADP
fis-69	78	11	multi	multi	ADJ
fis-69	78	12	-	-	ADJ
fis-69	78	13	axial	axial	ADJ
fis-69	78	14	compression	compression	NOUN
fis-69	78	15	tests	test	NOUN
fis-69	78	16	on	on	ADP
fis-69	78	17	cubes	cube	NOUN
fis-69	78	18	in	in	ADP
fis-69	78	19	two	two	NUM
fis-69	78	20	or	or	CCONJ
fis-69	78	21	three	three	NUM
fis-69	78	22	directions	direction	NOUN
fis-69	78	23	,	,	PUNCT
fis-69	78	24	or	or	CCONJ
fis-69	78	25	by	by	ADP
fis-69	78	26	triaxial	triaxial	NOUN
fis-69	78	27	tests	test	NOUN
fis-69	78	28	on	on	ADP
fis-69	78	29	cylinders	cylinder	NOUN
fis-69	78	30	(	(	PUNCT
fis-69	78	31	see	see	VERB
fis-69	78	32	the	the	DET
fis-69	78	33	book	book	NOUN
fis-69	78	34	by	by	ADP
fis-69	78	35	van	van	PROPN
fis-69	78	36	mier	mier	PROPN
fis-69	78	37	[	[	X
fis-69	78	38	8	8	NUM
fis-69	78	39	]	]	PUNCT
fis-69	78	40	for	for	ADP
fis-69	78	41	a	a	DET
fis-69	78	42	review	review	NOUN
fis-69	78	43	)	)	PUNCT
fis-69	78	44	.	.	PUNCT
fis-69	79	1	only	only	ADV
fis-69	79	2	a	a	DET
fis-69	79	3	single	single	ADJ
fis-69	79	4	campaign	campaign	NOUN
fis-69	79	5	of	of	ADP
fis-69	79	6	triaxial	triaxial	ADJ
fis-69	79	7	tests	test	NOUN
fis-69	79	8	,	,	PUNCT
fis-69	79	9	performed	perform	VERB
fis-69	79	10	by	by	ADP
fis-69	79	11	jamet	jamet	PROPN
fis-69	79	12	et	et	PROPN
fis-69	79	13	al	al	PROPN
fis-69	79	14	.	.	PUNCT
fis-69	80	1	[	[	X
fis-69	80	2	11	11	NUM
fis-69	80	3	]	]	PUNCT
fis-69	80	4	on	on	ADP
fis-69	80	5	micro	micro	NOUN
fis-69	80	6	-	-	NOUN
fis-69	80	7	concrete	concrete	ADJ
fis-69	80	8	,	,	PUNCT
fis-69	80	9	is	be	AUX
fis-69	80	10	reported	report	VERB
fis-69	80	11	in	in	ADP
fis-69	80	12	the	the	DET
fis-69	80	13	current	current	ADJ
fis-69	80	14	literature	literature	NOUN
fis-69	80	15	.	.	PUNCT
fis-69	81	1	in	in	ADP
fis-69	81	2	that	that	DET
fis-69	81	3	case	case	NOUN
fis-69	81	4	,	,	PUNCT
fis-69	81	5	the	the	DET
fis-69	81	6	applied	apply	VERB
fis-69	81	7	confinement	confinement	NOUN
fis-69	81	8	was	be	AUX
fis-69	81	9	relatively	relatively	ADV
fis-69	81	10	high	high	ADJ
fis-69	81	11	(	(	PUNCT
fis-69	81	12	3	3	PROPN
fis-69	81	13	>	>	SYM
fis-69	81	14	3	3	NUM
fis-69	81	15	mpa	mpa	NOUN
fis-69	81	16	)	)	PUNCT
fis-69	81	17	,	,	PUNCT
fis-69	81	18	if	if	SCONJ
fis-69	81	19	compared	compare	VERB
fis-69	81	20	to	to	ADP
fis-69	81	21	those	those	PRON
fis-69	81	22	produced	produce	VERB
fis-69	81	23	by	by	ADP
fis-69	81	24	stirrups	stirrup	NOUN
fis-69	81	25	in	in	ADP
fis-69	81	26	ordinary	ordinary	ADJ
fis-69	81	27	rc	rc	NOUN
fis-69	81	28	columns	column	NOUN
fis-69	81	29	.	.	PUNCT
fis-69	82	1	in	in	ADP
fis-69	82	2	accordance	accordance	NOUN
fis-69	82	3	with	with	ADP
fis-69	82	4	eurocode	eurocode	NOUN
fis-69	82	5	2	2	NUM
fis-69	82	6	[	[	X
fis-69	82	7	4	4	NUM
fis-69	82	8	]	]	PUNCT
fis-69	82	9	,	,	PUNCT
fis-69	82	10	in	in	ADP
fis-69	82	11	columns	column	NOUN
fis-69	82	12	under	under	ADP
fis-69	82	13	concentric	concentric	ADJ
fis-69	82	14	compression	compression	NOUN
fis-69	82	15	,	,	PUNCT
fis-69	82	16	transverse	transverse	NOUN
fis-69	82	17	reinforcement	reinforcement	NOUN
fis-69	82	18	can	can	AUX
fis-69	82	19	develop	develop	VERB
fis-69	82	20	about	about	ADP
fis-69	82	21	3	3	PROPN
fis-69	82	22	=	=	SYM
fis-69	82	23	1mpa	1mpa	NUM
fis-69	83	1	[	[	X
fis-69	83	2	12	12	NUM
fis-69	83	3	]	]	PUNCT
fis-69	83	4	.	.	PUNCT
fis-69	84	1	consequently	consequently	ADV
fis-69	84	2	,	,	PUNCT
fis-69	84	3	with	with	ADP
fis-69	84	4	the	the	DET
fis-69	84	5	aim	aim	NOUN
fis-69	84	6	of	of	ADP
fis-69	84	7	analyzing	analyze	VERB
fis-69	84	8	the	the	DET
fis-69	84	9	equivalent	equivalent	ADJ
fis-69	84	10	confing	confing	NOUN
fis-69	84	11	pressures	pressure	NOUN
fis-69	84	12	produced	produce	VERB
fis-69	84	13	by	by	ADP
fis-69	84	14	a	a	DET
fis-69	84	15	new	new	ADJ
fis-69	84	16	fiber	fiber	NOUN
fis-69	84	17	-	-	PUNCT
fis-69	84	18	reinforced	reinforce	VERB
fis-69	84	19	self	self	NOUN
fis-69	84	20	-	-	PUNCT
fis-69	84	21	consolidating	consolidate	VERB
fis-69	84	22	concrete	concrete	NOUN
fis-69	84	23	(	(	PUNCT
fis-69	84	24	called	call	VERB
fis-69	84	25	sismabeton	sismabeton	NOUN
fis-69	84	26	)	)	PUNCT
fis-69	84	27	,	,	PUNCT
fis-69	84	28	the	the	DET
fis-69	84	29	comparison	comparison	NOUN
fis-69	84	30	between	between	ADP
fis-69	84	31	the	the	DET
fis-69	84	32	results	result	NOUN
fis-69	84	33	of	of	ADP
fis-69	84	34	new	new	ADJ
fis-69	84	35	triaxial	triaxial	NOUN
fis-69	84	36	tests	test	NOUN
fis-69	84	37	on	on	ADP
fis-69	84	38	nc	nc	PROPN
fis-69	84	39	,	,	PUNCT
fis-69	84	40	sc	sc	PROPN
fis-69	84	41	and	and	CCONJ
fis-69	84	42	sismabeton	sismabeton	ADJ
fis-69	84	43	cylinders	cylinder	NOUN
fis-69	84	44	under	under	ADP
fis-69	84	45	uniaxial	uniaxial	ADJ
fis-69	84	46	compression	compression	NOUN
fis-69	84	47	are	be	AUX
fis-69	84	48	reported	report	VERB
fis-69	84	49	.	.	PUNCT
fis-69	85	1	experimental	experimental	ADJ
fis-69	85	2	program	program	NOUN
fis-69	85	3	he	he	PRON
fis-69	85	4	post	post	ADJ
fis-69	85	5	-	-	ADJ
fis-69	85	6	peak	peak	ADJ
fis-69	85	7	behaviour	behaviour	NOUN
fis-69	85	8	of	of	ADP
fis-69	85	9	cement	cement	NOUN
fis-69	85	10	-	-	PUNCT
fis-69	85	11	based	base	VERB
fis-69	85	12	composites	composite	NOUN
fis-69	85	13	under	under	ADP
fis-69	85	14	multi	multi	ADJ
fis-69	85	15	-	-	ADJ
fis-69	85	16	axial	axial	ADJ
fis-69	85	17	compression	compression	NOUN
fis-69	85	18	has	have	AUX
fis-69	85	19	been	be	AUX
fis-69	85	20	investigated	investigate	VERB
fis-69	85	21	at	at	ADP
fis-69	85	22	the	the	DET
fis-69	85	23	department	department	NOUN
fis-69	85	24	of	of	ADP
fis-69	85	25	structural	structural	ADJ
fis-69	85	26	and	and	CCONJ
fis-69	85	27	geotechnical	geotechnical	ADJ
fis-69	85	28	engineering	engineering	NOUN
fis-69	85	29	of	of	ADP
fis-69	85	30	politecnico	politecnico	PROPN
fis-69	85	31	di	di	PROPN
fis-69	85	32	torino	torino	PROPN
fis-69	85	33	(	(	PUNCT
fis-69	85	34	italy	italy	PROPN
fis-69	85	35	)	)	PUNCT
fis-69	85	36	by	by	ADP
fis-69	85	37	means	mean	NOUN
fis-69	85	38	of	of	ADP
fis-69	85	39	triaxial	triaxial	NOUN
fis-69	85	40	tests	test	NOUN
fis-69	85	41	on	on	ADP
fis-69	85	42	concrete	concrete	ADJ
fis-69	85	43	cylinders	cylinder	NOUN
fis-69	85	44	(	(	PUNCT
fis-69	85	45	fig.5a	fig.5a	PROPN
fis-69	85	46	)	)	PUNCT
fis-69	85	47	.	.	PUNCT
fis-69	86	1	the	the	DET
fis-69	86	2	experimental	experimental	ADJ
fis-69	86	3	equipment	equipment	NOUN
fis-69	86	4	,	,	PUNCT
fis-69	86	5	named	name	VERB
fis-69	86	6	htpa	htpa	NOUN
fis-69	86	7	(	(	PUNCT
fis-69	86	8	high	high	ADJ
fis-69	86	9	pressure	pressure	NOUN
fis-69	86	10	triaxial	triaxial	NOUN
fis-69	86	11	apparatus	apparatus	NOUN
fis-69	86	12	)	)	PUNCT
fis-69	86	13	and	and	CCONJ
fis-69	86	14	described	describe	VERB
fis-69	86	15	by	by	ADP
fis-69	86	16	chiaia	chiaia	PROPN
fis-69	86	17	et	et	PROPN
fis-69	86	18	al	al	PROPN
fis-69	86	19	.	.	PUNCT
fis-69	87	1	[	[	X
fis-69	87	2	13	13	NUM
fis-69	87	3	]	]	PUNCT
fis-69	87	4	,	,	PUNCT
fis-69	87	5	is	be	AUX
fis-69	87	6	generally	generally	ADV
fis-69	87	7	used	use	VERB
fis-69	87	8	to	to	PART
fis-69	87	9	test	test	VERB
fis-69	87	10	cylindrical	cylindrical	ADJ
fis-69	87	11	specimens	specimen	NOUN
fis-69	87	12	made	make	VERB
fis-69	87	13	of	of	ADP
fis-69	87	14	soft	soft	ADJ
fis-69	87	15	rocks	rock	NOUN
fis-69	87	16	.	.	PUNCT
fis-69	88	1	each	each	DET
fis-69	88	2	triaxial	triaxial	ADJ
fis-69	88	3	test	test	NOUN
fis-69	88	4	consists	consist	VERB
fis-69	88	5	of	of	ADP
fis-69	88	6	two	two	NUM
fis-69	88	7	stages	stage	NOUN
fis-69	88	8	.	.	PUNCT
fis-69	89	1	a	a	DET
fis-69	89	2	specimen	speciman	NOUN
fis-69	89	3	is	be	AUX
fis-69	89	4	initially	initially	ADV
fis-69	89	5	loaded	load	VERB
fis-69	89	6	with	with	ADP
fis-69	89	7	a	a	DET
fis-69	89	8	hydrostatic	hydrostatic	ADJ
fis-69	89	9	pressure	pressure	NOUN
fis-69	89	10	σ3	σ3	NOUN
fis-69	89	11	(	(	PUNCT
fis-69	89	12	fig.5b	fig.5b	PROPN
fis-69	89	13	)	)	PUNCT
fis-69	89	14	,	,	PUNCT
fis-69	89	15	then	then	ADV
fis-69	89	16	deviatoric	deviatoric	ADJ
fis-69	89	17	loads	load	NOUN
fis-69	89	18	p	p	NOUN
fis-69	89	19	are	be	AUX
fis-69	89	20	applied	apply	VERB
fis-69	89	21	along	along	ADP
fis-69	89	22	the	the	DET
fis-69	89	23	longitudinal	longitudinal	ADJ
fis-69	89	24	direction	direction	NOUN
fis-69	89	25	with	with	ADP
fis-69	89	26	a	a	DET
fis-69	89	27	velocity	velocity	NOUN
fis-69	89	28	of	of	ADP
fis-69	89	29	0.037	0.037	NUM
fis-69	89	30	mm	mm	NOUN
fis-69	89	31	per	per	ADP
fis-69	89	32	minute	minute	NOUN
fis-69	89	33	(	(	PUNCT
fis-69	89	34	fig.5c	fig.5c	NOUN
fis-69	89	35	)	)	PUNCT
fis-69	89	36	.	.	PUNCT
fis-69	90	1	during	during	ADP
fis-69	90	2	the	the	DET
fis-69	90	3	second	second	ADJ
fis-69	90	4	stage	stage	NOUN
fis-69	90	5	of	of	ADP
fis-69	90	6	loading	loading	NOUN
fis-69	90	7	,	,	PUNCT
fis-69	90	8	the	the	DET
fis-69	90	9	confining	confine	VERB
fis-69	90	10	pressure	pressure	NOUN
fis-69	90	11	3	3	NOUN
fis-69	90	12	=	=	SYM
fis-69	90	13	const	const	PROPN
fis-69	90	14	.	.	PUNCT
fis-69	90	15	is	be	AUX
fis-69	90	16	applied	apply	VERB
fis-69	90	17	to	to	ADP
fis-69	90	18	the	the	DET
fis-69	90	19	lateral	lateral	ADJ
fis-69	90	20	surface	surface	NOUN
fis-69	90	21	,	,	PUNCT
fis-69	90	22	whereas	whereas	SCONJ
fis-69	90	23	the	the	DET
fis-69	90	24	longitudinal	longitudinal	ADJ
fis-69	90	25	nominal	nominal	ADJ
fis-69	90	26	stress	stress	NOUN
fis-69	90	27	c	c	PROPN
fis-69	90	28	becomes	become	VERB
fis-69	90	29	:	:	PUNCT
fis-69	90	30	23	23	NUM
fis-69	90	31	4	4	NUM
fis-69	90	32	d	d	NOUN
fis-69	90	33	p	p	X
fis-69	90	34	c	c	PROPN
fis-69	90	35			PROPN
fis-69	90	36			NOUN
fis-69	90	37			ADJ
fis-69	90	38	(	(	PUNCT
fis-69	90	39	5	5	NUM
fis-69	90	40	)	)	PUNCT
fis-69	90	41	where	where	SCONJ
fis-69	90	42	,	,	PUNCT
fis-69	90	43	p	p	NOUN
fis-69	90	44	=	=	NUM
fis-69	90	45	applied	apply	VERB
fis-69	90	46	deviatoric	deviatoric	ADJ
fis-69	90	47	load	load	NOUN
fis-69	90	48	;	;	PUNCT
fis-69	90	49	d	d	NOUN
fis-69	90	50	=	=	PUNCT
fis-69	90	51	diameter	diameter	NOUN
fis-69	90	52	of	of	ADP
fis-69	90	53	the	the	DET
fis-69	90	54	cross	cross	NOUN
fis-69	90	55	-	-	NOUN
fis-69	90	56	section	section	NOUN
fis-69	90	57	.	.	PUNCT
fis-69	91	1	through	through	ADP
fis-69	91	2	a	a	DET
fis-69	91	3	couple	couple	NOUN
fis-69	91	4	of	of	ADP
fis-69	91	5	lvdt	lvdt	PROPN
fis-69	91	6	,	,	PUNCT
fis-69	91	7	local	local	ADJ
fis-69	91	8	longitudinal	longitudinal	ADJ
fis-69	91	9	displacements	displacement	NOUN
fis-69	91	10	,	,	PUNCT
fis-69	91	11	and	and	CCONJ
fis-69	91	12	therefore	therefore	ADV
fis-69	91	13	nominal	nominal	ADJ
fis-69	91	14	longitudinal	longitudinal	ADJ
fis-69	91	15	strains	strain	NOUN
fis-69	91	16	c	c	ADV
fis-69	91	17	,	,	PUNCT
fis-69	91	18	are	be	AUX
fis-69	91	19	also	also	ADV
fis-69	91	20	measured	measure	VERB
fis-69	91	21	(	(	PUNCT
fis-69	91	22	fig	fig	NOUN
fis-69	91	23	.	.	PUNCT
fis-69	92	1	5a	5a	NUM
fis-69	92	2	)	)	PUNCT
fis-69	92	3	.	.	PUNCT
fis-69	93	1	two	two	NUM
fis-69	93	2	confining	confine	VERB
fis-69	93	3	pressures	pressure	NOUN
fis-69	93	4	,	,	PUNCT
fis-69	93	5	namely	namely	ADV
fis-69	93	6	σ3	σ3	NOUN
fis-69	93	7	=	=	SYM
fis-69	93	8	0	0	NUM
fis-69	93	9	mpa	mpa	NOUN
fis-69	93	10	and	and	CCONJ
fis-69	93	11	σ3	σ3	PROPN
fis-69	93	12	=	=	PROPN
fis-69	93	13	1	1	NUM
fis-69	93	14	mpa	mpa	NOUN
fis-69	93	15	(	(	PUNCT
fis-69	93	16	reached	reach	VERB
fis-69	93	17	in	in	ADP
fis-69	93	18	10	10	NUM
fis-69	93	19	minutes	minute	NOUN
fis-69	93	20	)	)	PUNCT
fis-69	93	21	,	,	PUNCT
fis-69	93	22	are	be	AUX
fis-69	93	23	applied	apply	VERB
fis-69	93	24	to	to	ADP
fis-69	93	25	the	the	DET
fis-69	93	26	specimens	specimen	NOUN
fis-69	93	27	.	.	PUNCT
fis-69	94	1	during	during	ADP
fis-69	94	2	the	the	DET
fis-69	94	3	application	application	NOUN
fis-69	94	4	of	of	ADP
fis-69	94	5	hydrostatic	hydrostatic	ADJ
fis-69	94	6	loads	load	NOUN
fis-69	94	7	(	(	PUNCT
fis-69	94	8	fig.5b	fig.5b	NOUN
fis-69	94	9	)	)	PUNCT
fis-69	94	10	,	,	PUNCT
fis-69	94	11	stress	stress	NOUN
fis-69	94	12	increments	increment	NOUN
fis-69	94	13	are	be	AUX
fis-69	94	14	electronically	electronically	ADV
fis-69	94	15	recorded	record	VERB
fis-69	94	16	every	every	DET
fis-69	94	17	10	10	NUM
fis-69	94	18	seconds	second	NOUN
fis-69	94	19	.	.	PUNCT
fis-69	95	1	t	t	PROPN
fis-69	95	2	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	PROPN
fis-69	95	3	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-69	95	4	b.	b.	PROPN
fis-69	95	5	chiaia	chiaia	PROPN
fis-69	95	6	et	et	PROPN
fis-69	95	7	alii	alii	PROPN
fis-69	95	8	,	,	PUNCT
fis-69	95	9	frattura	frattura	PROPN
fis-69	95	10	ed	ed	PROPN
fis-69	95	11	integrità	integrità	PROPN
fis-69	95	12	strutturale	strutturale	PROPN
fis-69	95	13	,	,	PUNCT
fis-69	95	14	10	10	NUM
fis-69	95	15	(	(	PUNCT
fis-69	95	16	2009	2009	NUM
fis-69	95	17	)	)	PUNCT
fis-69	95	18	29	29	NUM
fis-69	95	19	-	-	SYM
fis-69	95	20	37	37	NUM
fis-69	95	21	;	;	PUNCT
fis-69	95	22	doi	doi	NOUN
fis-69	95	23	:	:	PUNCT
fis-69	95	24	10.3221	10.3221	NUM
fis-69	95	25	/	/	SYM
fis-69	95	26	igf	igf	PROPN
fis-69	95	27	-	-	NOUN
fis-69	95	28	esis.10.04	esis.10.04	PROPN
fis-69	95	29	33	33	NUM
fis-69	95	30	similarly	similarly	ADV
fis-69	95	31	,	,	PUNCT
fis-69	95	32	in	in	ADP
fis-69	95	33	the	the	DET
fis-69	95	34	second	second	ADJ
fis-69	95	35	stage	stage	NOUN
fis-69	95	36	,	,	PUNCT
fis-69	95	37	when	when	SCONJ
fis-69	95	38	σ3	σ3	PROPN
fis-69	95	39	=	=	SYM
fis-69	95	40	const	const	PROPN
fis-69	95	41	.	.	PUNCT
fis-69	96	1	and	and	CCONJ
fis-69	96	2	p	p	NOUN
fis-69	96	3	increases	increase	NOUN
fis-69	96	4	,	,	PUNCT
fis-69	96	5	the	the	DET
fis-69	96	6	values	value	NOUN
fis-69	96	7	of	of	ADP
fis-69	96	8	deviatoric	deviatoric	ADJ
fis-69	96	9	load	load	NOUN
fis-69	96	10	,	,	PUNCT
fis-69	96	11	the	the	DET
fis-69	96	12	relative	relative	ADJ
fis-69	96	13	displacement	displacement	NOUN
fis-69	96	14	between	between	ADP
fis-69	96	15	the	the	DET
fis-69	96	16	specimen	speciman	NOUN
fis-69	96	17	’s	’s	PART
fis-69	96	18	ends	end	NOUN
fis-69	96	19	,	,	PUNCT
fis-69	96	20	and	and	CCONJ
fis-69	96	21	the	the	DET
fis-69	96	22	longitudinal	longitudinal	ADJ
fis-69	96	23	displacement	displacement	NOUN
fis-69	96	24	along	along	ADP
fis-69	96	25	the	the	DET
fis-69	96	26	lateral	lateral	ADJ
fis-69	96	27	surface	surface	NOUN
fis-69	96	28	(	(	PUNCT
fis-69	96	29	taken	take	VERB
fis-69	96	30	by	by	ADP
fis-69	96	31	the	the	DET
fis-69	96	32	lvdts	lvdts	NOUN
fis-69	96	33	of	of	ADP
fis-69	96	34	fig.5a	fig.5a	PROPN
fis-69	96	35	)	)	PUNCT
fis-69	96	36	are	be	AUX
fis-69	96	37	measured	measure	VERB
fis-69	96	38	.	.	PUNCT
fis-69	97	1	two	two	NUM
fis-69	97	2	types	type	NOUN
fis-69	97	3	of	of	ADP
fis-69	97	4	self	self	NOUN
fis-69	97	5	-	-	PUNCT
fis-69	97	6	consolidating	consolidate	VERB
fis-69	97	7	concrete	concrete	NOUN
fis-69	97	8	(	(	PUNCT
fis-69	97	9	sc_mix1	sc_mix1	ADV
fis-69	97	10	and	and	CCONJ
fis-69	97	11	sc_mix2	sc_mix2	VERB
fis-69	97	12	)	)	PUNCT
fis-69	97	13	and	and	CCONJ
fis-69	97	14	a	a	DET
fis-69	97	15	single	single	ADJ
fis-69	97	16	ordinary	ordinary	ADJ
fis-69	97	17	concrete	concrete	NOUN
fis-69	97	18	(	(	PUNCT
fis-69	97	19	nc	nc	NOUN
fis-69	97	20	)	)	PUNCT
fis-69	97	21	were	be	AUX
fis-69	97	22	tested	test	VERB
fis-69	97	23	.	.	PUNCT
fis-69	98	1	figure	figure	VERB
fis-69	98	2	5	5	NUM
fis-69	98	3	:	:	PUNCT
fis-69	98	4	the	the	DET
fis-69	98	5	two	two	NUM
fis-69	98	6	stages	stage	NOUN
fis-69	98	7	of	of	ADP
fis-69	98	8	triaxial	triaxial	NOUN
fis-69	98	9	tests	test	NOUN
fis-69	98	10	on	on	ADP
fis-69	98	11	cement	cement	NOUN
fis-69	98	12	-	-	PUNCT
fis-69	98	13	based	base	VERB
fis-69	98	14	cylinders	cylinder	NOUN
fis-69	98	15	.	.	PUNCT
fis-69	99	1	their	their	PRON
fis-69	99	2	compositions	composition	NOUN
fis-69	99	3	and	and	CCONJ
fis-69	99	4	strengths	strength	NOUN
fis-69	99	5	are	be	AUX
fis-69	99	6	reported	report	VERB
fis-69	99	7	in	in	ADP
fis-69	99	8	tab	tab	NOUN
fis-69	99	9	.	.	PUNCT
fis-69	100	1	1	1	X
fis-69	100	2	.	.	PUNCT
fis-69	100	3	specifically	specifically	ADV
fis-69	100	4	,	,	PUNCT
fis-69	100	5	the	the	DET
fis-69	100	6	self	self	NOUN
fis-69	100	7	-	-	PUNCT
fis-69	100	8	consolidating	consolidate	VERB
fis-69	100	9	concretes	concrete	NOUN
fis-69	100	10	have	have	VERB
fis-69	100	11	the	the	DET
fis-69	100	12	same	same	ADJ
fis-69	100	13	unit	unit	NOUN
fis-69	100	14	weight	weight	NOUN
fis-69	100	15	,	,	PUNCT
fis-69	100	16	but	but	CCONJ
fis-69	100	17	different	different	ADJ
fis-69	100	18	amounts	amount	NOUN
fis-69	100	19	of	of	ADP
fis-69	100	20	aggregates	aggregate	NOUN
fis-69	100	21	.	.	PUNCT
fis-69	101	1	with	with	ADP
fis-69	101	2	respect	respect	NOUN
fis-69	101	3	to	to	ADP
fis-69	101	4	sc_mix1	sc_mix1	NOUN
fis-69	101	5	,	,	PUNCT
fis-69	101	6	in	in	ADP
fis-69	101	7	a	a	DET
fis-69	101	8	cube	cube	NOUN
fis-69	101	9	meter	meter	NOUN
fis-69	101	10	of	of	ADP
fis-69	101	11	sc_mix2	sc_mix2	VERB
fis-69	101	12	the	the	DET
fis-69	101	13	content	content	NOUN
fis-69	101	14	of	of	ADP
fis-69	101	15	carbonate	carbonate	NOUN
fis-69	101	16	filler	filler	NOUN
fis-69	101	17	was	be	AUX
fis-69	101	18	increased	increase	VERB
fis-69	101	19	by	by	ADP
fis-69	101	20	90	90	NUM
fis-69	101	21	n	n	NOUN
fis-69	101	22	and	and	CCONJ
fis-69	101	23	,	,	PUNCT
fis-69	101	24	contemporarily	contemporarily	ADV
fis-69	101	25	,	,	PUNCT
fis-69	101	26	the	the	DET
fis-69	101	27	weight	weight	NOUN
fis-69	101	28	of	of	ADP
fis-69	101	29	coarse	coarse	ADJ
fis-69	101	30	aggregate	aggregate	NOUN
fis-69	101	31	was	be	AUX
fis-69	101	32	reduced	reduce	VERB
fis-69	101	33	by	by	ADP
fis-69	101	34	the	the	DET
fis-69	101	35	same	same	ADJ
fis-69	101	36	quantity	quantity	NOUN
fis-69	101	37	.	.	PUNCT
fis-69	102	1	regarding	regard	VERB
fis-69	102	2	the	the	DET
fis-69	102	3	fiber	fiber	NOUN
fis-69	102	4	-	-	PUNCT
fis-69	102	5	reinforced	reinforce	VERB
fis-69	102	6	self	self	NOUN
fis-69	102	7	-	-	PUNCT
fis-69	102	8	consolidated	consolidate	VERB
fis-69	102	9	concrete	concrete	NOUN
fis-69	102	10	(	(	PUNCT
fis-69	102	11	i.e.	i.e.	X
fis-69	102	12	,	,	PUNCT
fis-69	102	13	simabeton	simabeton	NOUN
fis-69	102	14	)	)	PUNCT
fis-69	102	15	,	,	PUNCT
fis-69	102	16	two	two	NUM
fis-69	102	17	specimens	specimen	NOUN
fis-69	102	18	were	be	AUX
fis-69	102	19	tested	test	VERB
fis-69	102	20	,	,	PUNCT
fis-69	102	21	under	under	ADP
fis-69	102	22	uniaxial	uniaxial	ADJ
fis-69	102	23	compression	compression	NOUN
fis-69	102	24	(	(	PUNCT
fis-69	102	25	σ3	σ3	NOUN
fis-69	102	26	=	=	PROPN
fis-69	102	27	0	0	NUM
fis-69	102	28	)	)	PUNCT
fis-69	102	29	.	.	PUNCT
fis-69	103	1	as	as	SCONJ
fis-69	103	2	indicated	indicate	VERB
fis-69	103	3	in	in	ADP
fis-69	103	4	tab	tab	NOUN
fis-69	103	5	.	.	PUNCT
fis-69	104	1	1	1	NUM
fis-69	104	2	,	,	PUNCT
fis-69	104	3	sismabeton	sismabeton	NOUN
fis-69	104	4	is	be	AUX
fis-69	104	5	reinforced	reinforce	VERB
fis-69	104	6	with	with	ADP
fis-69	104	7	700	700	NUM
fis-69	104	8	n	n	CCONJ
fis-69	104	9	/	/	SYM
fis-69	104	10	m3	m3	PROPN
fis-69	104	11	of	of	ADP
fis-69	104	12	dramix	dramix	NOUN
fis-69	104	13	rc	rc	PROPN
fis-69	104	14	65/35	65/35	NUM
fis-69	104	15	bn	bn	NOUN
fis-69	104	16	steel	steel	NOUN
fis-69	104	17	fibers	fiber	NOUN
fis-69	104	18	having	have	VERB
fis-69	104	19	hooked	hooked	ADJ
fis-69	104	20	ends	end	NOUN
fis-69	104	21	(	(	PUNCT
fis-69	104	22	length	length	NOUN
fis-69	104	23	l	l	NOUN
fis-69	104	24	=	=	SYM
fis-69	104	25	35	35	NUM
fis-69	104	26	mm	mm	NOUN
fis-69	104	27	,	,	PUNCT
fis-69	104	28	diameter	diameter	NOUN
fis-69	105	1	φ	φ	NOUN
fis-69	105	2	=	=	PROPN
fis-69	105	3	0.55	0.55	NUM
fis-69	105	4	mm	mm	NOUN
fis-69	105	5	,	,	PUNCT
fis-69	105	6	volume	volume	NOUN
fis-69	105	7	fraction	fraction	NOUN
fis-69	105	8	vf	vf	X
fis-69	105	9	=	=	NOUN
fis-69	105	10	0.9	0.9	NUM
fis-69	105	11	%	%	NOUN
fis-69	105	12	)	)	PUNCT
fis-69	105	13	.	.	PUNCT
fis-69	106	1	which	which	PRON
fis-69	106	2	were	be	AUX
fis-69	106	3	added	add	VERB
fis-69	106	4	to	to	ADP
fis-69	106	5	the	the	DET
fis-69	106	6	self	self	NOUN
fis-69	106	7	-	-	PUNCT
fis-69	106	8	consolidating	consolidate	VERB
fis-69	106	9	concrete	concrete	NOUN
fis-69	106	10	with	with	ADP
fis-69	106	11	the	the	DET
fis-69	106	12	higher	high	ADJ
fis-69	106	13	quantity	quantity	NOUN
fis-69	106	14	of	of	ADP
fis-69	106	15	filler	filler	NOUN
fis-69	106	16	(	(	PUNCT
fis-69	106	17	i.e.	i.e.	X
fis-69	106	18	,	,	PUNCT
fis-69	106	19	sc_mix2	sc_mix2	ADJ
fis-69	106	20	)	)	PUNCT
fis-69	106	21	.	.	PUNCT
fis-69	107	1	nc	nc	PROPN
fis-69	107	2	sc_mix	sc_mix	PROPN
fis-69	107	3	1	1	NUM
fis-69	107	4	sc_mix	sc_mix	PROPN
fis-69	107	5	2	2	NUM
fis-69	107	6	sismabeton	sismabeton	NOUN
fis-69	107	7	component	component	NOUN
fis-69	107	8	n	n	CCONJ
fis-69	107	9	/	/	SYM
fis-69	107	10	m3	m3	PROPN
fis-69	107	11	n	n	CCONJ
fis-69	107	12	/	/	SYM
fis-69	107	13	m3	m3	PROPN
fis-69	107	14	n	n	CCONJ
fis-69	107	15	/	/	SYM
fis-69	107	16	m3	m3	PROPN
fis-69	107	17	n	n	CCONJ
fis-69	107	18	/	/	SYM
fis-69	107	19	m3	m3	PROPN
fis-69	107	20	water	water	NOUN
fis-69	107	21	1770	1770	NUM
fis-69	107	22	1770	1770	NUM
fis-69	107	23	1770	1770	NUM
fis-69	107	24	1770	1770	NUM
fis-69	107	25	superplasticizer	superplasticizer	NOUN
fis-69	107	26	(	(	PUNCT
fis-69	107	27	addiment	addiment	ADJ
fis-69	107	28	compactcrete	compactcrete	NOUN
fis-69	107	29	39	39	NUM
fis-69	107	30	/	/	SYM
fis-69	107	31	t100	t100	PROPN
fis-69	107	32	)	)	PUNCT
fis-69	107	33	44	44	NUM
fis-69	107	34	44	44	NUM
fis-69	107	35	44	44	NUM
fis-69	107	36	superplasticizer	superplasticizer	NOUN
fis-69	107	37	(	(	PUNCT
fis-69	107	38	addiment	addiment	ADJ
fis-69	107	39	compactcrete	compactcrete	NOUN
fis-69	107	40	39	39	NUM
fis-69	107	41	/	/	SYM
fis-69	107	42	t11	t11	NOUN
fis-69	107	43	)	)	PUNCT
fis-69	107	44	14	14	NUM
fis-69	107	45	cement	cement	NOUN
fis-69	107	46	(	(	PUNCT
fis-69	107	47	buzzi	buzzi	NOUN
fis-69	107	48	unicem	unicem	VERB
fis-69	107	49	ii	ii	NOUN
fis-69	107	50	/	/	SYM
fis-69	107	51	a	a	DET
fis-69	107	52	-	-	PUNCT
fis-69	107	53	ll	ll	NOUN
fis-69	107	54	42.5	42.5	NUM
fis-69	107	55	r	r	NOUN
fis-69	107	56	)	)	PUNCT
fis-69	107	57	2840	2840	NUM
fis-69	107	58	2450	2450	NUM
fis-69	107	59	2450	2450	NUM
fis-69	107	60	2450	2450	NUM
fis-69	107	61	carbonate	carbonate	NOUN
fis-69	107	62	filler	filler	NOUN
fis-69	107	63	(	(	PUNCT
fis-69	107	64	nicem	nicem	NOUN
fis-69	107	65	carb	carb	ADJ
fis-69	107	66	vg1	vg1	PROPN
fis-69	107	67	-	-	PUNCT
fis-69	107	68	2	2	NUM
fis-69	107	69	)	)	PUNCT
fis-69	107	70	0	0	NUM
fis-69	107	71	3240	3240	NUM
fis-69	107	72	3730	3730	NUM
fis-69	107	73	3730	3730	NUM
fis-69	107	74	fine	fine	ADJ
fis-69	107	75	aggregate	aggregate	NOUN
fis-69	107	76	(	(	PUNCT
fis-69	107	77	0	0	NUM
fis-69	107	78	-	-	SYM
fis-69	107	79	4	4	NUM
fis-69	107	80	mm	mm	NOUN
fis-69	107	81	)	)	PUNCT
fis-69	107	82	8830	8830	NUM
fis-69	107	83	8930	8930	NUM
fis-69	107	84	8930	8930	NUM
fis-69	107	85	8930	8930	NUM
fis-69	107	86	coarse	coarse	NOUN
fis-69	107	87	aggregate	aggregate	NOUN
fis-69	107	88	(	(	PUNCT
fis-69	107	89	6.3	6.3	NUM
fis-69	107	90	-	-	SYM
fis-69	107	91	12	12	NUM
fis-69	107	92	mm	mm	NOUN
fis-69	107	93	)	)	PUNCT
fis-69	107	94	6380	6380	NUM
fis-69	107	95	6380	6380	NUM
fis-69	107	96	5890	5890	NUM
fis-69	107	97	5890	5890	NUM
fis-69	107	98	steel	steel	NOUN
fis-69	107	99	fibers	fiber	NOUN
fis-69	107	100	dramix	dramix	VERB
fis-69	107	101	rc	rc	PROPN
fis-69	107	102	65/35	65/35	NUM
fis-69	107	103	bn	bn	NUM
fis-69	107	104	700	700	NUM
fis-69	107	105	cubic	cubic	ADJ
fis-69	107	106	strength	strength	NOUN
fis-69	107	107	-mpa	-mpa	PUNCT
fis-69	107	108	30.0	30.0	NUM
fis-69	107	109	31.1	31.1	NUM
fis-69	107	110	30.4	30.4	NUM
fis-69	107	111	33.8	33.8	NUM
fis-69	107	112	table	table	NOUN
fis-69	107	113	1	1	NUM
fis-69	107	114	:	:	PUNCT
fis-69	107	115	compositions	composition	NOUN
fis-69	107	116	and	and	CCONJ
fis-69	107	117	strengths	strength	NOUN
fis-69	107	118	of	of	ADP
fis-69	107	119	nc	nc	PROPN
fis-69	107	120	,	,	PUNCT
fis-69	107	121	sc_mix1	sc_mix1	PRON
fis-69	107	122	,	,	PUNCT
fis-69	107	123	sc_mix2	sc_mix2	ADJ
fis-69	107	124	,	,	PUNCT
fis-69	107	125	and	and	CCONJ
fis-69	107	126	sismabeton	sismabeton	NOUN
fis-69	107	127	.	.	PUNCT
fis-69	108	1	the	the	DET
fis-69	108	2	specimens	specimen	NOUN
fis-69	108	3	of	of	ADP
fis-69	108	4	each	each	DET
fis-69	108	5	concrete	concrete	ADJ
fis-69	108	6	mixture	mixture	NOUN
fis-69	108	7	were	be	AUX
fis-69	108	8	cast	cast	VERB
fis-69	108	9	simultaneously	simultaneously	ADV
fis-69	108	10	in	in	ADP
fis-69	108	11	polystyrene	polystyrene	NOUN
fis-69	108	12	form	form	NOUN
fis-69	108	13	,	,	PUNCT
fis-69	108	14	then	then	ADV
fis-69	108	15	cured	cure	VERB
fis-69	108	16	for	for	ADP
fis-69	108	17	one	one	NUM
fis-69	108	18	week	week	NOUN
fis-69	108	19	under	under	ADP
fis-69	108	20	identical	identical	ADJ
fis-69	108	21	laboratory	laboratory	NOUN
fis-69	108	22	conditions	condition	NOUN
fis-69	108	23	,	,	PUNCT
fis-69	108	24	and	and	CCONJ
fis-69	108	25	finally	finally	ADV
fis-69	108	26	tested	test	VERB
fis-69	108	27	after	after	ADP
fis-69	108	28	one	one	NUM
fis-69	108	29	month	month	NOUN
fis-69	108	30	.	.	PUNCT
fis-69	109	1	three	three	NUM
fis-69	109	2	couples	couple	NOUN
fis-69	109	3	of	of	ADP
fis-69	109	4	cylinders	cylinder	NOUN
fis-69	109	5	,	,	PUNCT
fis-69	109	6	with	with	ADP
fis-69	109	7	h=140	h=140	PROPN
fis-69	109	8	mm	mm	PROPN
fis-69	109	9	and	and	CCONJ
fis-69	109	10	d=70	d=70	ADJ
fis-69	109	11	mm	mm	PROPN
fis-69	109	12	,	,	PUNCT
fis-69	109	13	were	be	AUX
fis-69	109	14	made	make	VERB
fis-69	109	15	of	of	ADP
fis-69	109	16	nc	nc	PROPN
fis-69	109	17	(	(	PUNCT
fis-69	109	18	nc0	nc0	ADV
fis-69	109	19	and	and	CCONJ
fis-69	109	20	nc1	nc1	PROPN
fis-69	109	21	)	)	PUNCT
fis-69	109	22	,	,	PUNCT
fis-69	109	23	sc_mix1	sc_mix1	INTJ
fis-69	109	24	(	(	PUNCT
fis-69	109	25	sc0	sc0	NOUN
fis-69	109	26	and	and	CCONJ
fis-69	109	27	sc1	sc1	PROPN
fis-69	109	28	)	)	PUNCT
fis-69	109	29	,	,	PUNCT
fis-69	109	30	and	and	CCONJ
fis-69	109	31	sc_mix2	sc_mix2	VERB
fis-69	109	32	(	(	PUNCT
fis-69	109	33	sc0b	sc0b	PROPN
fis-69	109	34	and	and	CCONJ
fis-69	109	35	sc1b	sc1b	PROPN
fis-69	109	36	)	)	PUNCT
fis-69	109	37	.	.	PUNCT
fis-69	110	1	the	the	DET
fis-69	110	2	two	two	NUM
fis-69	110	3	specimens	specimen	NOUN
fis-69	110	4	of	of	ADP
fis-69	110	5	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	PROPN
fis-69	110	6	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-69	110	7	b.	b.	PROPN
fis-69	110	8	chiaia	chiaia	PROPN
fis-69	110	9	et	et	PROPN
fis-69	110	10	alii	alii	PROPN
fis-69	110	11	,	,	PUNCT
fis-69	110	12	frattura	frattura	PROPN
fis-69	110	13	ed	ed	PROPN
fis-69	110	14	integrità	integrità	PROPN
fis-69	110	15	strutturale	strutturale	PROPN
fis-69	110	16	,	,	PUNCT
fis-69	110	17	10	10	NUM
fis-69	110	18	(	(	PUNCT
fis-69	110	19	2009	2009	NUM
fis-69	110	20	)	)	PUNCT
fis-69	110	21	29	29	NUM
fis-69	110	22	-	-	SYM
fis-69	110	23	37	37	NUM
fis-69	110	24	;	;	PUNCT
fis-69	110	25	doi	doi	NOUN
fis-69	110	26	:	:	PUNCT
fis-69	110	27	10.3221	10.3221	NUM
fis-69	110	28	/	/	SYM
fis-69	110	29	igf	igf	PROPN
fis-69	110	30	-	-	NOUN
fis-69	110	31	esis.10.04	esis.10.04	NOUN
fis-69	110	32	34	34	NUM
fis-69	110	33	these	these	DET
fis-69	110	34	couples	couple	NOUN
fis-69	110	35	were	be	AUX
fis-69	110	36	tested	test	VERB
fis-69	110	37	,	,	PUNCT
fis-69	110	38	respectively	respectively	ADV
fis-69	110	39	,	,	PUNCT
fis-69	110	40	at	at	ADP
fis-69	110	41	σ3	σ3	PROPN
fis-69	110	42	=	=	SYM
fis-69	110	43	0	0	NUM
fis-69	110	44	mpa	mpa	NOUN
fis-69	110	45	and	and	CCONJ
fis-69	110	46	σ3	σ3	PROPN
fis-69	110	47	=	=	PROPN
fis-69	110	48	1	1	NUM
fis-69	110	49	mpa	mpa	NOUN
fis-69	110	50	.	.	PUNCT
fis-69	111	1	two	two	NUM
fis-69	111	2	sismabeton	sismabeton	PROPN
fis-69	111	3	cylinders	cylinder	NOUN
fis-69	111	4	(	(	PUNCT
fis-69	111	5	hc0	hc0	NOUN
fis-69	111	6	and	and	CCONJ
fis-69	111	7	hc0b	hc0b	PROPN
fis-69	111	8	)	)	PUNCT
fis-69	111	9	,	,	PUNCT
fis-69	111	10	with	with	ADP
fis-69	111	11	h=140	h=140	PROPN
fis-69	111	12	mm	mm	PROPN
fis-69	111	13	and	and	CCONJ
fis-69	111	14	d=70	d=70	ADJ
fis-69	111	15	mm	mm	PROPN
fis-69	111	16	,	,	PUNCT
fis-69	111	17	were	be	AUX
fis-69	111	18	tested	test	VERB
fis-69	111	19	in	in	ADP
fis-69	111	20	uniaxial	uniaxial	ADJ
fis-69	111	21	compression	compression	NOUN
fis-69	111	22	.	.	PUNCT
fis-69	112	1	the	the	DET
fis-69	112	2	properties	property	NOUN
fis-69	112	3	of	of	ADP
fis-69	112	4	each	each	DET
fis-69	112	5	specimen	speciman	NOUN
fis-69	112	6	are	be	AUX
fis-69	112	7	reported	report	VERB
fis-69	112	8	in	in	ADP
fis-69	112	9	tab	tab	NOUN
fis-69	112	10	.	.	PUNCT
fis-69	113	1	2	2	X
fis-69	113	2	.	.	NOUN
fis-69	113	3	table	table	NOUN
fis-69	113	4	2	2	NUM
fis-69	113	5	:	:	PUNCT
fis-69	113	6	mechanical	mechanical	ADJ
fis-69	113	7	and	and	CCONJ
fis-69	113	8	geometrical	geometrical	ADJ
fis-69	113	9	properties	property	NOUN
fis-69	113	10	of	of	ADP
fis-69	113	11	the	the	DET
fis-69	113	12	specimens	specimen	NOUN
fis-69	113	13	tested	test	VERB
fis-69	113	14	in	in	ADP
fis-69	113	15	uniaxial	uniaxial	ADJ
fis-69	113	16	and	and	CCONJ
fis-69	113	17	triaxial	triaxial	ADJ
fis-69	113	18	compression	compression	NOUN
fis-69	113	19	.	.	PUNCT
fis-69	114	1	test	test	NOUN
fis-69	114	2	results	result	VERB
fis-69	114	3	ig	ig	PRON
fis-69	114	4	.	.	PROPN
fis-69	114	5	6	6	NUM
fis-69	114	6	reports	report	VERB
fis-69	114	7	the	the	DET
fis-69	114	8	stress	stress	NOUN
fis-69	114	9	-	-	PUNCT
fis-69	114	10	strain	strain	NOUN
fis-69	114	11	relationships	relationship	NOUN
fis-69	114	12	obtained	obtain	VERB
fis-69	114	13	from	from	ADP
fis-69	114	14	the	the	DET
fis-69	114	15	specimens	specimen	NOUN
fis-69	114	16	made	make	VERB
fis-69	114	17	respectively	respectively	ADV
fis-69	114	18	with	with	ADP
fis-69	114	19	sismabeton	sismabeton	PROPN
fis-69	114	20	(	(	PUNCT
fis-69	114	21	fig.6a	fig.6a	PROPN
fis-69	114	22	)	)	PUNCT
fis-69	114	23	,	,	PUNCT
fis-69	114	24	normal	normal	ADJ
fis-69	114	25	concrete	concrete	NOUN
fis-69	114	26	(	(	PUNCT
fis-69	114	27	fig.6b	fig.6b	NOUN
fis-69	114	28	)	)	PUNCT
fis-69	114	29	and	and	CCONJ
fis-69	114	30	self	self	NOUN
fis-69	114	31	-	-	PUNCT
fis-69	114	32	consolidating	consolidate	VERB
fis-69	114	33	concrete	concrete	ADJ
fis-69	114	34	(	(	PUNCT
fis-69	114	35	fig.6c	fig.6c	PROPN
fis-69	114	36	)	)	PUNCT
fis-69	114	37	.	.	PUNCT
fis-69	115	1	the	the	PRON
fis-69	115	2	higher	high	ADJ
fis-69	115	3	the	the	DET
fis-69	115	4	confinement	confinement	NOUN
fis-69	115	5	,	,	PUNCT
fis-69	115	6	the	the	PRON
fis-69	115	7	higher	high	ADJ
fis-69	115	8	the	the	DET
fis-69	115	9	values	value	NOUN
fis-69	115	10	of	of	ADP
fis-69	115	11	fc	fc	PROPN
fis-69	115	12	and	and	CCONJ
fis-69	115	13	c1	c1	PROPN
fis-69	115	14	,	,	PUNCT
fis-69	115	15	which	which	PRON
fis-69	115	16	are	be	AUX
fis-69	115	17	reported	report	VERB
fis-69	115	18	,	,	PUNCT
fis-69	115	19	together	together	ADV
fis-69	115	20	with	with	ADP
fis-69	115	21	young	young	PROPN
fis-69	115	22	’s	’s	PART
fis-69	115	23	modulus	modulus	NOUN
fis-69	115	24	ec	ec	PROPN
fis-69	115	25	,	,	PUNCT
fis-69	115	26	in	in	ADP
fis-69	115	27	tab	tab	NOUN
fis-69	115	28	.	.	PUNCT
fis-69	116	1	3	3	X
fis-69	116	2	.	.	X
fis-69	116	3	in	in	ADP
fis-69	116	4	all	all	DET
fis-69	116	5	the	the	DET
fis-69	116	6	cases	case	NOUN
fis-69	116	7	,	,	PUNCT
fis-69	116	8	after	after	ADP
fis-69	116	9	the	the	DET
fis-69	116	10	peak	peak	NOUN
fis-69	116	11	stress	stress	NOUN
fis-69	116	12	fc	fc	PROPN
fis-69	116	13	,	,	PUNCT
fis-69	116	14	a	a	DET
fis-69	116	15	remarkable	remarkable	ADJ
fis-69	116	16	strain	strain	NOUN
fis-69	116	17	softening	soften	VERB
fis-69	116	18	branch	branch	NOUN
fis-69	116	19	can	can	AUX
fis-69	116	20	be	be	AUX
fis-69	116	21	observed	observe	VERB
fis-69	116	22	in	in	ADP
fis-69	116	23	the	the	DET
fis-69	116	24	c-c	c-c	PROPN
fis-69	116	25	diagrams	diagram	NOUN
fis-69	116	26	.	.	PUNCT
fis-69	117	1	although	although	SCONJ
fis-69	117	2	sismabeton	sismabeton	NOUN
fis-69	117	3	is	be	AUX
fis-69	117	4	fiber	fiber	NOUN
fis-69	117	5	-	-	PUNCT
fis-69	117	6	reinforced	reinforce	VERB
fis-69	117	7	,	,	PUNCT
fis-69	117	8	its	its	PRON
fis-69	117	9	compressive	compressive	ADJ
fis-69	117	10	strength	strength	NOUN
fis-69	117	11	does	do	AUX
fis-69	117	12	not	not	PART
fis-69	117	13	differ	differ	VERB
fis-69	117	14	substantially	substantially	ADV
fis-69	117	15	from	from	ADP
fis-69	117	16	those	those	PRON
fis-69	117	17	of	of	ADP
fis-69	117	18	ordinary	ordinary	ADJ
fis-69	117	19	and	and	CCONJ
fis-69	117	20	self	self	NOUN
fis-69	117	21	-	-	PUNCT
fis-69	117	22	consolidating	consolidate	VERB
fis-69	117	23	concrete	concrete	NOUN
fis-69	117	24	.	.	PUNCT
fis-69	118	1	however	however	ADV
fis-69	118	2	,	,	PUNCT
fis-69	118	3	the	the	DET
fis-69	118	4	post	post	NOUN
fis-69	118	5	peak	peak	NOUN
fis-69	118	6	response	response	NOUN
fis-69	118	7	of	of	ADP
fis-69	118	8	sismabeton	sismabeton	NOUN
fis-69	118	9	appears	appear	VERB
fis-69	118	10	more	more	ADJ
fis-69	118	11	ductile	ductile	NOUN
fis-69	118	12	.	.	PUNCT
fis-69	119	1	only	only	ADV
fis-69	119	2	when	when	SCONJ
fis-69	119	3	the	the	DET
fis-69	119	4	confining	confine	VERB
fis-69	119	5	pressure	pressure	NOUN
fis-69	119	6	3	3	NOUN
fis-69	119	7	increases	increase	NOUN
fis-69	119	8	,	,	PUNCT
fis-69	119	9	does	do	VERB
fis-69	119	10	the	the	DET
fis-69	119	11	ductility	ductility	NOUN
fis-69	119	12	of	of	ADP
fis-69	119	13	nc	nc	PROPN
fis-69	119	14	and	and	CCONJ
fis-69	119	15	sc	sc	PROPN
fis-69	119	16	increase	increase	NOUN
fis-69	119	17	.	.	PUNCT
fis-69	120	1	by	by	ADP
fis-69	120	2	comparing	compare	VERB
fis-69	120	3	all	all	DET
fis-69	120	4	the	the	DET
fis-69	120	5	post	post	ADJ
fis-69	120	6	-	-	ADJ
fis-69	120	7	peak	peak	ADJ
fis-69	120	8	branches	branch	NOUN
fis-69	120	9	reported	report	VERB
fis-69	120	10	in	in	ADP
fis-69	120	11	fig.6	fig.6	PROPN
fis-69	120	12	,	,	PUNCT
fis-69	120	13	it	it	PRON
fis-69	120	14	seems	seem	VERB
fis-69	120	15	that	that	SCONJ
fis-69	120	16	the	the	DET
fis-69	120	17	post	post	ADJ
fis-69	120	18	-	-	ADJ
fis-69	120	19	peak	peak	ADJ
fis-69	120	20	branches	branch	NOUN
fis-69	120	21	of	of	ADP
fis-69	120	22	sc	sc	PROPN
fis-69	120	23	and	and	CCONJ
fis-69	120	24	nc	nc	PROPN
fis-69	120	25	specimens	specimen	NOUN
fis-69	120	26	in	in	ADP
fis-69	120	27	the	the	DET
fis-69	120	28	presence	presence	NOUN
fis-69	120	29	of	of	ADP
fis-69	120	30	3	3	PROPN
fis-69	120	31	=	=	SYM
fis-69	120	32	1	1	NUM
fis-69	120	33	mpa	mpa	NOUN
fis-69	120	34	are	be	AUX
fis-69	120	35	more	more	ADV
fis-69	120	36	or	or	CCONJ
fis-69	120	37	less	less	ADV
fis-69	120	38	the	the	DET
fis-69	120	39	same	same	ADJ
fis-69	120	40	of	of	ADP
fis-69	120	41	sismabeton	sismabeton	NOUN
fis-69	120	42	without	without	ADP
fis-69	120	43	any	any	DET
fis-69	120	44	confinement	confinement	NOUN
fis-69	120	45	.	.	PUNCT
fis-69	121	1	figure	figure	VERB
fis-69	121	2	6	6	NUM
fis-69	121	3	:	:	PUNCT
fis-69	121	4	the	the	DET
fis-69	121	5	stress	stress	NOUN
fis-69	121	6	-	-	PUNCT
fis-69	121	7	strain	strain	NOUN
fis-69	121	8	relationships	relationship	NOUN
fis-69	121	9	of	of	ADP
fis-69	121	10	sismabeton	sismabeton	NOUN
fis-69	121	11	,	,	PUNCT
fis-69	121	12	nc	nc	PROPN
fis-69	121	13	and	and	CCONJ
fis-69	121	14	sc	sc	PROPN
fis-69	121	15	.	.	PUNCT
fis-69	122	1	specimen	specimen	PROPN
fis-69	122	2	fc	fc	PROPN
fis-69	122	3	(	(	PUNCT
fis-69	122	4	mpa	mpa	PROPN
fis-69	122	5	)	)	PUNCT
fis-69	122	6	c1	c1	PROPN
fis-69	123	1	(	(	PUNCT
fis-69	123	2	%	%	INTJ
fis-69	123	3	)	)	PUNCT
fis-69	123	4	ec	ec	PROPN
fis-69	123	5	(	(	PUNCT
fis-69	123	6	mpa	mpa	PROPN
fis-69	123	7	)	)	PUNCT
fis-69	123	8	0nc0	0nc0	ADV
fis-69	123	9	19.4	19.4	NUM
fis-69	123	10	0.293	0.293	NUM
fis-69	123	11	24000	24000	NUM
fis-69	123	12	0nc1	0nc1	NUM
fis-69	123	13	30.5	30.5	NUM
fis-69	123	14	0.473	0.473	NUM
fis-69	123	15	23000	23000	NUM
fis-69	123	16	0sc0	0sc0	ADP
fis-69	123	17	20.1	20.1	NUM
fis-69	123	18	0.479	0.479	NUM
fis-69	123	19	17000	17000	NUM
fis-69	123	20	0sc0b	0sc0b	PUNCT
fis-69	123	21	23.2	23.2	NUM
fis-69	123	22	0.372	0.372	NUM
fis-69	123	23	23000	23000	NUM
fis-69	123	24	0sc1	0sc1	NUM
fis-69	123	25	36.4	36.4	NUM
fis-69	123	26	0.604	0.604	NUM
fis-69	123	27	19000	19000	NUM
fis-69	123	28	0sc1b	0sc1b	NUM
fis-69	123	29	32.0	32.0	NUM
fis-69	123	30	0.696	0.696	NUM
fis-69	123	31	27000	27000	NUM
fis-69	123	32	hc0	hc0	NOUN
fis-69	123	33	21.8	21.8	NUM
fis-69	123	34	0.352	0.352	NUM
fis-69	123	35	19000	19000	NUM
fis-69	123	36	hc0b	hc0b	PROPN
fis-69	123	37	22.2	22.2	NUM
fis-69	123	38	0.534	0.534	NUM
fis-69	123	39	20000	20000	NUM
fis-69	123	40	table	table	NOUN
fis-69	123	41	3	3	NUM
fis-69	123	42	:	:	PUNCT
fis-69	123	43	mechanical	mechanical	ADJ
fis-69	123	44	properties	property	NOUN
fis-69	123	45	measured	measure	VERB
fis-69	123	46	in	in	ADP
fis-69	123	47	the	the	DET
fis-69	123	48	tests	test	NOUN
fis-69	123	49	.	.	PUNCT
fis-69	124	1	specimen	speciman	NOUN
fis-69	124	2	h	h	PROPN
fis-69	124	3	(	(	PUNCT
fis-69	124	4	mm	mm	INTJ
fis-69	124	5	)	)	PUNCT
fis-69	124	6	d	d	NOUN
fis-69	124	7	(	(	PUNCT
fis-69	124	8	mm	mm	NOUN
fis-69	124	9	)	)	PUNCT
fis-69	124	10	type	type	NOUN
fis-69	124	11	of	of	ADP
fis-69	124	12	concrete	concrete	ADJ
fis-69	124	13	3	3	PROPN
fis-69	124	14	(	(	PUNCT
fis-69	124	15	mpa	mpa	PROPN
fis-69	124	16	)	)	PUNCT
fis-69	124	17	nc0	nc0	ADV
fis-69	124	18	140	140	NUM
fis-69	124	19	70	70	NUM
fis-69	124	20	nc	nc	PROPN
fis-69	124	21	0	0	PROPN
fis-69	124	22	nc1	nc1	PROPN
fis-69	124	23	140	140	NUM
fis-69	124	24	70	70	NUM
fis-69	124	25	nc	nc	PROPN
fis-69	124	26	1	1	NUM
fis-69	124	27	sc0	sc0	NOUN
fis-69	124	28	140	140	NUM
fis-69	124	29	70	70	NUM
fis-69	124	30	scc	scc	NOUN
fis-69	124	31	mix	mix	NOUN
fis-69	124	32	1	1	NUM
fis-69	124	33	0	0	NUM
fis-69	124	34	sc1	sc1	NOUN
fis-69	124	35	140	140	NUM
fis-69	124	36	70	70	NUM
fis-69	124	37	scc	scc	NOUN
fis-69	124	38	mix	mix	NOUN
fis-69	124	39	1	1	NUM
fis-69	124	40	1	1	NUM
fis-69	124	41	sc0b	sc0b	PROPN
fis-69	124	42	140	140	NUM
fis-69	124	43	70	70	NUM
fis-69	124	44	scc	scc	NOUN
fis-69	124	45	mix	mix	NOUN
fis-69	124	46	2	2	NUM
fis-69	124	47	0	0	NUM
fis-69	124	48	sc1b	sc1b	PROPN
fis-69	124	49	140	140	NUM
fis-69	124	50	70	70	NUM
fis-69	124	51	scc	scc	NOUN
fis-69	124	52	mix	mix	NOUN
fis-69	124	53	2	2	NUM
fis-69	124	54	1	1	NUM
fis-69	124	55	hc0	hc0	NOUN
fis-69	124	56	100	100	NUM
fis-69	124	57	50	50	NUM
fis-69	124	58	sismabeton	sismabeton	NOUN
fis-69	124	59	0	0	NUM
fis-69	125	1	hc0b	hc0b	NOUN
fis-69	125	2	100	100	NUM
fis-69	125	3	50	50	NUM
fis-69	125	4	sismabeton	sismabeton	NOUN
fis-69	125	5	0	0	NUM
fis-69	125	6	f	f	PROPN
fis-69	125	7	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	PROPN
fis-69	125	8	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-69	125	9	b.	b.	PROPN
fis-69	125	10	chiaia	chiaia	PROPN
fis-69	125	11	et	et	PROPN
fis-69	125	12	alii	alii	PROPN
fis-69	125	13	,	,	PUNCT
fis-69	125	14	frattura	frattura	PROPN
fis-69	125	15	ed	ed	PROPN
fis-69	125	16	integrità	integrità	PROPN
fis-69	125	17	strutturale	strutturale	PROPN
fis-69	125	18	,	,	PUNCT
fis-69	125	19	10	10	NUM
fis-69	125	20	(	(	PUNCT
fis-69	125	21	2009	2009	NUM
fis-69	125	22	)	)	PUNCT
fis-69	125	23	29	29	NUM
fis-69	125	24	-	-	SYM
fis-69	125	25	37	37	NUM
fis-69	125	26	;	;	PUNCT
fis-69	125	27	doi	doi	NOUN
fis-69	125	28	:	:	PUNCT
fis-69	125	29	10.3221	10.3221	NUM
fis-69	125	30	/	/	SYM
fis-69	125	31	igf	igf	PROPN
fis-69	125	32	-	-	NOUN
fis-69	125	33	esis.10.04	esis.10.04	PROPN
fis-69	125	34	35	35	NUM
fis-69	125	35	however	however	ADV
fis-69	125	36	,	,	PUNCT
fis-69	125	37	a	a	DET
fis-69	125	38	direct	direct	ADJ
fis-69	125	39	comparison	comparison	NOUN
fis-69	125	40	between	between	ADP
fis-69	125	41	the	the	DET
fis-69	125	42	analyzed	analyze	VERB
fis-69	125	43	concretes	concrete	NOUN
fis-69	125	44	is	be	AUX
fis-69	125	45	not	not	PART
fis-69	125	46	possible	possible	ADJ
fis-69	125	47	in	in	ADP
fis-69	125	48	terms	term	NOUN
fis-69	125	49	of	of	ADP
fis-69	125	50	nominal	nominal	ADJ
fis-69	125	51	stress	stress	NOUN
fis-69	125	52	and	and	CCONJ
fis-69	125	53	strain	strain	NOUN
fis-69	125	54	,	,	PUNCT
fis-69	125	55	because	because	SCONJ
fis-69	125	56	specimens	specimen	NOUN
fis-69	125	57	have	have	VERB
fis-69	125	58	different	different	ADJ
fis-69	125	59	nominal	nominal	ADJ
fis-69	125	60	strengths	strength	NOUN
fis-69	125	61	.	.	PUNCT
fis-69	126	1	post	post	ADJ
fis-69	126	2	-	-	ADJ
fis-69	126	3	peak	peak	ADJ
fis-69	126	4	comparison	comparison	NOUN
fis-69	126	5	in	in	ADP
fis-69	126	6	terms	term	NOUN
fis-69	126	7	of	of	ADP
fis-69	126	8	f(w	f(w	NOUN
fis-69	126	9	)	)	PUNCT
fis-69	126	10	a	a	DET
fis-69	126	11	more	more	ADV
fis-69	126	12	accurate	accurate	ADJ
fis-69	126	13	comparison	comparison	NOUN
fis-69	126	14	between	between	ADP
fis-69	126	15	the	the	DET
fis-69	126	16	post	post	ADJ
fis-69	126	17	-	-	ADJ
fis-69	126	18	peak	peak	ADJ
fis-69	126	19	responses	response	NOUN
fis-69	126	20	of	of	ADP
fis-69	126	21	sismabeton	sismabeton	NOUN
fis-69	126	22	,	,	PUNCT
fis-69	126	23	nc	nc	PROPN
fis-69	126	24	and	and	CCONJ
fis-69	126	25	sc	sc	PROPN
fis-69	126	26	under	under	ADP
fis-69	126	27	compression	compression	NOUN
fis-69	126	28	can	can	AUX
fis-69	126	29	be	be	AUX
fis-69	126	30	conducted	conduct	VERB
fis-69	126	31	in	in	ADP
fis-69	126	32	terms	term	NOUN
fis-69	126	33	of	of	ADP
fis-69	126	34	f(w	f(w	NOUN
fis-69	126	35	)	)	PUNCT
fis-69	126	36	(	(	PUNCT
fis-69	126	37	fig.7	fig.7	ADJ
fis-69	126	38	)	)	PUNCT
fis-69	126	39	.	.	PUNCT
fis-69	127	1	in	in	ADP
fis-69	127	2	particular	particular	ADJ
fis-69	127	3	,	,	PUNCT
fis-69	127	4	for	for	ADP
fis-69	127	5	a	a	DET
fis-69	127	6	given	give	VERB
fis-69	127	7	c	c	ADV
fis-69	127	8			PROPN
fis-69	127	9	c1	c1	PROPN
fis-69	127	10	,	,	PUNCT
fis-69	127	11	the	the	DET
fis-69	127	12	decrease	decrease	NOUN
fis-69	127	13	of	of	ADP
fis-69	127	14	compressive	compressive	ADJ
fis-69	127	15	stress	stress	NOUN
fis-69	127	16	c	c	NOUN
fis-69	128	1	=	=	SYM
fis-69	128	2	fc-c	fc-c	PROPN
fis-69	128	3	(	(	PUNCT
fis-69	128	4	and	and	CCONJ
fis-69	128	5	f	f	X
fis-69	128	6	=	=	SYM
fis-69	128	7	c	c	PROPN
fis-69	128	8	/	/	SYM
fis-69	128	9	fc	fc	PROPN
fis-69	128	10	)	)	PUNCT
fis-69	128	11	can	can	AUX
fis-69	128	12	be	be	AUX
fis-69	128	13	obtained	obtain	VERB
fis-69	128	14	through	through	ADP
fis-69	128	15	the	the	DET
fis-69	128	16	c-c	c-c	NUM
fis-69	128	17	diagrams	diagram	NOUN
fis-69	128	18	experimentally	experimentally	ADV
fis-69	128	19	evaluated	evaluate	VERB
fis-69	128	20	(	(	PUNCT
fis-69	128	21	fig.6	fig.6	PROPN
fis-69	128	22	)	)	PUNCT
fis-69	128	23	,	,	PUNCT
fis-69	128	24	whereas	whereas	SCONJ
fis-69	128	25	the	the	DET
fis-69	128	26	corresponding	corresponding	PROPN
fis-69	128	27	w	w	PROPN
fis-69	128	28	(	(	PUNCT
fis-69	128	29	fig.3a	fig.3a	PROPN
fis-69	128	30	)	)	PUNCT
fis-69	128	31	can	can	AUX
fis-69	128	32	be	be	AUX
fis-69	128	33	obtained	obtain	VERB
fis-69	128	34	from	from	ADP
fis-69	128	35	eq.(3	eq.(3	NOUN
fis-69	128	36	)	)	PUNCT
fis-69	128	37	(	(	PUNCT
fis-69	128	38	fc	fc	INTJ
fis-69	128	39	,	,	PUNCT
fis-69	128	40	c1	c1	PROPN
fis-69	128	41	,	,	PUNCT
fis-69	128	42	ec	ec	PROPN
fis-69	128	43	and	and	CCONJ
fis-69	128	44	h	h	NOUN
fis-69	128	45	are	be	AUX
fis-69	128	46	known	know	VERB
fis-69	128	47	from	from	ADP
fis-69	128	48	the	the	DET
fis-69	128	49	tests	test	NOUN
fis-69	128	50	)	)	PUNCT
fis-69	128	51	.	.	PUNCT
fis-69	129	1	the	the	DET
fis-69	129	2	f(w	f(w	PROPN
fis-69	129	3	)	)	PUNCT
fis-69	129	4	curves	curve	NOUN
fis-69	129	5	reported	report	VERB
fis-69	129	6	in	in	ADP
fis-69	129	7	fig.7	fig.7	ADJ
fis-69	129	8	are	be	AUX
fis-69	129	9	limited	limit	VERB
fis-69	129	10	to	to	ADP
fis-69	129	11	w	w	NOUN
fis-69	129	12	=	=	PROPN
fis-69	129	13	2	2	NUM
fis-69	129	14	mm	mm	NOUN
fis-69	129	15	,	,	PUNCT
fis-69	129	16	when	when	SCONJ
fis-69	129	17	compressive	compressive	ADJ
fis-69	129	18	strains	strain	NOUN
fis-69	129	19	c	c	VERB
fis-69	129	20	are	be	AUX
fis-69	129	21	relatively	relatively	ADV
fis-69	129	22	high	high	ADJ
fis-69	129	23	although	although	SCONJ
fis-69	129	24	,	,	PUNCT
fis-69	129	25	in	in	ADP
fis-69	129	26	some	some	DET
fis-69	129	27	cases	case	NOUN
fis-69	129	28	,	,	PUNCT
fis-69	129	29	stresses	stress	NOUN
fis-69	129	30	are	be	AUX
fis-69	129	31	higher	high	ADJ
fis-69	129	32	than	than	ADP
fis-69	129	33	zero	zero	NUM
fis-69	129	34	.	.	PUNCT
fis-69	130	1	however	however	ADV
fis-69	130	2	,	,	PUNCT
fis-69	130	3	in	in	ADP
fis-69	130	4	all	all	DET
fis-69	130	5	the	the	DET
fis-69	130	6	tests	test	NOUN
fis-69	130	7	the	the	DET
fis-69	130	8	relative	relative	ADJ
fis-69	130	9	stress	stress	NOUN
fis-69	130	10	f	f	PROPN
fis-69	131	1	=	=	SYM
fis-69	131	2	c	c	PROPN
fis-69	131	3	/	/	SYM
fis-69	131	4	fc	fc	PROPN
fis-69	131	5	decreases	decrease	VERB
fis-69	131	6	with	with	ADP
fis-69	131	7	w.	w.	PROPN
fis-69	131	8	the	the	DET
fis-69	131	9	dashed	dash	VERB
fis-69	131	10	curves	curve	NOUN
fis-69	131	11	reported	report	VERB
fis-69	131	12	in	in	ADP
fis-69	131	13	fig.7	fig.7	ADJ
fis-69	131	14	represent	represent	VERB
fis-69	131	15	the	the	DET
fis-69	131	16	behaviour	behaviour	NOUN
fis-69	131	17	of	of	ADP
fis-69	131	18	nc	nc	PROPN
fis-69	131	19	and	and	CCONJ
fis-69	131	20	sc	sc	PROPN
fis-69	131	21	as	as	SCONJ
fis-69	131	22	predicted	predict	VERB
fis-69	131	23	by	by	ADP
fis-69	131	24	eq.(4	eq.(4	ADJ
fis-69	131	25	)	)	PUNCT
fis-69	131	26	in	in	ADP
fis-69	131	27	the	the	DET
fis-69	131	28	case	case	NOUN
fis-69	131	29	of	of	ADP
fis-69	131	30	zero	zero	NUM
fis-69	131	31	confinement	confinement	NOUN
fis-69	131	32	.	.	PUNCT
fis-69	132	1	as	as	ADP
fis-69	132	2	in	in	ADP
fis-69	132	3	the	the	DET
fis-69	132	4	case	case	NOUN
fis-69	132	5	of	of	ADP
fis-69	132	6	3	3	PROPN
fis-69	132	7	=	=	SYM
fis-69	132	8	0	0	PROPN
fis-69	132	9	the	the	DET
fis-69	132	10	post	post	ADJ
fis-69	132	11	-	-	ADJ
fis-69	132	12	peak	peak	ADJ
fis-69	132	13	responses	response	NOUN
fis-69	132	14	of	of	ADP
fis-69	132	15	the	the	DET
fis-69	132	16	specimens	specimen	NOUN
fis-69	132	17	nc0	nc0	PROPN
fis-69	132	18	,	,	PUNCT
fis-69	132	19	sc0	sc0	PROPN
fis-69	132	20	,	,	PUNCT
fis-69	132	21	sc0b	sc0b	NUM
fis-69	132	22	are	be	AUX
fis-69	132	23	correctly	correctly	ADV
fis-69	132	24	predicted	predict	VERB
fis-69	132	25	by	by	ADP
fis-69	132	26	eq.(4	eq.(4	ADJ
fis-69	132	27	)	)	PUNCT
fis-69	132	28	,	,	PUNCT
fis-69	132	29	and	and	CCONJ
fis-69	132	30	all	all	DET
fis-69	132	31	the	the	DET
fis-69	132	32	tests	test	NOUN
fis-69	132	33	can	can	AUX
fis-69	132	34	be	be	AUX
fis-69	132	35	considered	consider	VERB
fis-69	132	36	consistent	consistent	ADJ
fis-69	132	37	[	[	X
fis-69	132	38	10	10	NUM
fis-69	132	39	]	]	PUNCT
fis-69	132	40	.	.	PUNCT
fis-69	133	1	both	both	PRON
fis-69	133	2	for	for	ADP
fis-69	133	3	nc	nc	PROPN
fis-69	133	4	and	and	CCONJ
fis-69	133	5	sc	sc	PROPN
fis-69	133	6	,	,	PUNCT
fis-69	133	7	fig.7a	fig.7a	PROPN
fis-69	133	8	and	and	CCONJ
fis-69	133	9	fig7b	fig7b	PROPN
fis-69	133	10	,	,	PUNCT
fis-69	133	11	respectively	respectively	ADV
fis-69	133	12	show	show	VERB
fis-69	133	13	the	the	DET
fis-69	133	14	increase	increase	NOUN
fis-69	133	15	of	of	ADP
fis-69	133	16	the	the	DET
fis-69	133	17	compressive	compressive	ADJ
fis-69	133	18	fracture	fracture	NOUN
fis-69	133	19	toughness	toughness	NOUN
fis-69	133	20	(	(	PUNCT
fis-69	133	21	within	within	ADP
fis-69	133	22	the	the	DET
fis-69	133	23	range	range	NOUN
fis-69	133	24	w0	w0	PROPN
fis-69	133	25	-	-	PUNCT
fis-69	133	26	2	2	NUM
fis-69	133	27	mm	mm	NOUN
fis-69	133	28	)	)	PUNCT
fis-69	133	29	with	with	ADP
fis-69	133	30	the	the	DET
fis-69	133	31	confining	confine	VERB
fis-69	133	32	pressure	pressure	NOUN
fis-69	133	33	3	3	PROPN
fis-69	133	34	.	.	PUNCT
fis-69	134	1	however	however	ADV
fis-69	134	2	,	,	PUNCT
fis-69	134	3	this	this	DET
fis-69	134	4	phenomenon	phenomenon	NOUN
fis-69	134	5	is	be	AUX
fis-69	134	6	also	also	ADV
fis-69	134	7	evident	evident	ADJ
fis-69	134	8	in	in	ADP
fis-69	134	9	the	the	DET
fis-69	134	10	case	case	NOUN
fis-69	134	11	of	of	ADP
fis-69	134	12	sismabeton	sismabeton	NOUN
fis-69	134	13	,	,	PUNCT
fis-69	134	14	which	which	PRON
fis-69	134	15	can	can	AUX
fis-69	134	16	show	show	VERB
fis-69	134	17	,	,	PUNCT
fis-69	134	18	in	in	ADP
fis-69	134	19	absence	absence	NOUN
fis-69	134	20	of	of	ADP
fis-69	134	21	confinement	confinement	NOUN
fis-69	134	22	,	,	PUNCT
fis-69	134	23	more	more	ADJ
fis-69	134	24	or	or	CCONJ
fis-69	134	25	less	less	ADV
fis-69	134	26	the	the	DET
fis-69	134	27	same	same	ADJ
fis-69	134	28	f(w	f(w	PROPN
fis-69	134	29	)	)	PUNCT
fis-69	134	30	obtained	obtain	VERB
fis-69	134	31	for	for	ADP
fis-69	134	32	nc	nc	PROPN
fis-69	134	33	and	and	CCONJ
fis-69	134	34	sc	sc	PROPN
fis-69	134	35	when	when	SCONJ
fis-69	134	36	3	3	PROPN
fis-69	134	37	=	=	SYM
fis-69	134	38	1mpa	1mpa	PROPN
fis-69	134	39	.	.	PUNCT
fis-69	135	1	figure	figure	VERB
fis-69	135	2	7	7	NUM
fis-69	135	3	:	:	PUNCT
fis-69	135	4	the	the	DET
fis-69	135	5	post	post	NOUN
fis-69	135	6	peak	peak	NOUN
fis-69	135	7	behaviour	behaviour	NOUN
fis-69	135	8	in	in	ADP
fis-69	135	9	terms	term	NOUN
fis-69	135	10	of	of	ADP
fis-69	135	11	f(w	f(w	PROPN
fis-69	135	12	)	)	PUNCT
fis-69	135	13	.	.	PUNCT
fis-69	136	1	figure	figure	VERB
fis-69	136	2	8	8	NUM
fis-69	136	3	:	:	PUNCT
fis-69	136	4	the	the	DET
fis-69	136	5	active	active	ADJ
fis-69	136	6	confinement	confinement	NOUN
fis-69	136	7	of	of	ADP
fis-69	136	8	sismabeton	sismabeton	PROPN
fis-69	136	9	.	.	PUNCT
fis-69	137	1	fig.8a	fig.8a	PROPN
fis-69	137	2	shows	show	VERB
fis-69	137	3	the	the	DET
fis-69	137	4	post	post	ADJ
fis-69	137	5	-	-	ADJ
fis-69	137	6	peak	peak	ADJ
fis-69	137	7	responses	response	NOUN
fis-69	137	8	of	of	ADP
fis-69	137	9	the	the	DET
fis-69	137	10	specimens	specimen	NOUN
fis-69	137	11	hc0	hc0	NOUN
fis-69	137	12	and	and	CCONJ
fis-69	137	13	hc0b	hc0b	PROPN
fis-69	137	14	,	,	PUNCT
fis-69	137	15	which	which	PRON
fis-69	137	16	are	be	AUX
fis-69	137	17	closer	close	ADJ
fis-69	137	18	to	to	ADP
fis-69	137	19	those	those	PRON
fis-69	137	20	of	of	ADP
fis-69	137	21	confined	confine	VERB
fis-69	137	22	sc	sc	PROPN
fis-69	137	23	and	and	CCONJ
fis-69	137	24	nc	nc	PROPN
fis-69	137	25	(	(	PUNCT
fis-69	137	26	i.e.	i.e.	X
fis-69	137	27	,	,	PUNCT
fis-69	137	28	the	the	DET
fis-69	137	29	range	range	NOUN
fis-69	137	30	defined	define	VERB
fis-69	137	31	by	by	ADP
fis-69	137	32	nc1	nc1	PROPN
fis-69	137	33	,	,	PUNCT
fis-69	137	34	sc1	sc1	PROPN
fis-69	137	35	,	,	PUNCT
fis-69	137	36	sc1b	sc1b	PROPN
fis-69	137	37	)	)	PUNCT
fis-69	137	38	,	,	PUNCT
fis-69	137	39	than	than	ADP
fis-69	137	40	to	to	ADP
fis-69	137	41	the	the	DET
fis-69	137	42	theoretical	theoretical	ADJ
fis-69	137	43	f(w	f(w	PROPN
fis-69	137	44	)	)	PUNCT
fis-69	137	45	obtained	obtain	VERB
fis-69	137	46	in	in	ADP
fis-69	137	47	absence	absence	NOUN
fis-69	137	48	of	of	ADP
fis-69	137	49	confinement	confinement	NOUN
fis-69	137	50	[	[	X
fis-69	137	51	10	10	NUM
fis-69	137	52	]	]	X
fis-69	137	53	(	(	PUNCT
fis-69	137	54	the	the	DET
fis-69	137	55	dashed	dash	VERB
fis-69	137	56	line	line	NOUN
fis-69	137	57	in	in	ADP
fis-69	137	58	fig.8a	fig.8a	NOUN
fis-69	137	59	)	)	PUNCT
fis-69	137	60	.	.	PUNCT
fis-69	138	1	within	within	ADP
fis-69	138	2	the	the	DET
fis-69	138	3	observed	observed	ADJ
fis-69	138	4	range	range	NOUN
fis-69	138	5	(	(	PUNCT
fis-69	138	6	w0	w0	PROPN
fis-69	138	7	-	-	PUNCT
fis-69	138	8	2	2	NUM
fis-69	138	9	mm	mm	NOUN
fis-69	138	10	)	)	PUNCT
fis-69	138	11	,	,	PUNCT
fis-69	138	12	compressive	compressive	ADJ
fis-69	138	13	facture	facture	NOUN
fis-69	138	14	toughness	toughness	NOUN
fis-69	138	15	of	of	ADP
fis-69	138	16	different	different	ADJ
fis-69	138	17	concretes	concrete	NOUN
fis-69	138	18	can	can	AUX
fis-69	138	19	be	be	AUX
fis-69	138	20	objectively	objectively	ADV
fis-69	138	21	measured	measure	VERB
fis-69	138	22	by	by	ADP
fis-69	138	23	the	the	DET
fis-69	138	24	area	area	NOUN
fis-69	138	25	af	af	VERB
fis-69	138	26	under	under	ADP
fis-69	138	27	the	the	DET
fis-69	138	28	function	function	NOUN
fis-69	138	29	f(w	f(w	PROPN
fis-69	138	30	):	):	PUNCT
fis-69	138	31			PROPN
fis-69	138	32			PROPN
fis-69	138	33	dwwfaf	dwwfaf	NOUN
fis-69	138	34			VERB
fis-69	138	35	2	2	NUM
fis-69	138	36	0	0	NUM
fis-69	138	37	(	(	PUNCT
fis-69	138	38	6	6	NUM
fis-69	138	39	)	)	PUNCT
fis-69	138	40	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	PROPN
fis-69	138	41	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-69	138	42	b.	b.	PROPN
fis-69	138	43	chiaia	chiaia	PROPN
fis-69	138	44	et	et	PROPN
fis-69	138	45	alii	alii	PROPN
fis-69	138	46	,	,	PUNCT
fis-69	138	47	frattura	frattura	PROPN
fis-69	138	48	ed	ed	PROPN
fis-69	138	49	integrità	integrità	PROPN
fis-69	138	50	strutturale	strutturale	PROPN
fis-69	138	51	,	,	PUNCT
fis-69	138	52	10	10	NUM
fis-69	138	53	(	(	PUNCT
fis-69	138	54	2009	2009	NUM
fis-69	138	55	)	)	PUNCT
fis-69	138	56	29	29	NUM
fis-69	138	57	-	-	SYM
fis-69	138	58	37	37	NUM
fis-69	138	59	;	;	PUNCT
fis-69	138	60	doi	doi	NOUN
fis-69	138	61	:	:	PUNCT
fis-69	138	62	10.3221	10.3221	NUM
fis-69	138	63	/	/	SYM
fis-69	138	64	igf	igf	PROPN
fis-69	138	65	-	-	NOUN
fis-69	138	66	esis.10.04	esis.10.04	NOUN
fis-69	138	67	36	36	NUM
fis-69	138	68	in	in	ADP
fis-69	138	69	fact	fact	NOUN
fis-69	138	70	,	,	PUNCT
fis-69	138	71	as	as	ADP
fis-69	138	72	f(w	f(w	PROPN
fis-69	138	73	)	)	PUNCT
fis-69	138	74	is	be	AUX
fis-69	138	75	a	a	DET
fis-69	138	76	relative	relative	ADJ
fis-69	138	77	stress	stress	NOUN
fis-69	138	78	normalized	normalize	VERB
fis-69	138	79	with	with	ADP
fis-69	138	80	respect	respect	NOUN
fis-69	138	81	to	to	ADP
fis-69	138	82	the	the	DET
fis-69	138	83	compressive	compressive	ADJ
fis-69	138	84	strength	strength	NOUN
fis-69	138	85	fc	fc	PROPN
fis-69	138	86	,	,	PUNCT
fis-69	138	87	a	a	DET
fis-69	138	88	comparison	comparison	NOUN
fis-69	138	89	between	between	ADP
fis-69	138	90	all	all	DET
fis-69	138	91	the	the	DET
fis-69	138	92	cement	cement	NOUN
fis-69	138	93	-	-	PUNCT
fis-69	138	94	based	base	VERB
fis-69	138	95	composites	composite	NOUN
fis-69	138	96	,	,	PUNCT
fis-69	138	97	under	under	ADP
fis-69	138	98	uniaxial	uniaxial	ADJ
fis-69	138	99	and	and	CCONJ
fis-69	138	100	multi	multi	ADJ
fis-69	138	101	-	-	ADJ
fis-69	138	102	axial	axial	ADJ
fis-69	138	103	compression	compression	NOUN
fis-69	138	104	,	,	PUNCT
fis-69	138	105	is	be	AUX
fis-69	138	106	possible	possible	ADJ
fis-69	138	107	.	.	PUNCT
fis-69	139	1	higher	high	ADJ
fis-69	139	2	values	value	NOUN
fis-69	139	3	of	of	ADP
fis-69	139	4	af	af	PROPN
fis-69	139	5	are	be	AUX
fis-69	139	6	attained	attain	VERB
fis-69	139	7	in	in	ADP
fis-69	139	8	concretes	concrete	NOUN
fis-69	139	9	capable	capable	ADJ
fis-69	139	10	of	of	ADP
fis-69	139	11	maintaining	maintain	VERB
fis-69	139	12	high	high	ADJ
fis-69	139	13	loads	load	NOUN
fis-69	139	14	after	after	ADP
fis-69	139	15	failure	failure	NOUN
fis-69	139	16	(	(	PUNCT
fis-69	139	17	i.e.	i.e.	X
fis-69	139	18	,	,	PUNCT
fis-69	139	19	in	in	ADP
fis-69	139	20	the	the	DET
fis-69	139	21	case	case	NOUN
fis-69	139	22	of	of	ADP
fis-69	139	23	ductile	ductile	NOUN
fis-69	139	24	materials	material	NOUN
fis-69	139	25	)	)	PUNCT
fis-69	139	26	.	.	PUNCT
fis-69	140	1	obviously	obviously	ADV
fis-69	140	2	,	,	PUNCT
fis-69	140	3	the	the	DET
fis-69	140	4	maximum	maximum	ADJ
fis-69	140	5	ductility	ductility	NOUN
fis-69	140	6	af	af	PROPN
fis-69	140	7	,	,	PUNCT
fis-69	140	8	max	max	PROPN
fis-69	140	9	=	=	SYM
fis-69	140	10	2	2	NUM
fis-69	140	11	mm	mm	NOUN
fis-69	140	12	is	be	AUX
fis-69	140	13	reached	reach	VERB
fis-69	140	14	in	in	ADP
fis-69	140	15	the	the	DET
fis-69	140	16	case	case	NOUN
fis-69	140	17	of	of	ADP
fis-69	140	18	plastic	plastic	ADJ
fis-69	140	19	behaviour	behaviour	NOUN
fis-69	140	20	[	[	X
fis-69	140	21	f(w	f(w	NOUN
fis-69	140	22	)	)	PUNCT
fis-69	140	23	=	=	PUNCT
fis-69	140	24	1=	1=	NUM
fis-69	140	25	const	const	NOUN
fis-69	140	26	.	.	PUNCT
fis-69	140	27	]	]	PUNCT
fis-69	140	28	.	.	PUNCT
fis-69	141	1	the	the	DET
fis-69	141	2	areas	area	NOUN
fis-69	141	3	af	af	AUX
fis-69	141	4	computed	compute	VERB
fis-69	141	5	by	by	ADP
fis-69	141	6	eq.(6	eq.(6	NOUN
fis-69	141	7	)	)	PUNCT
fis-69	141	8	for	for	ADP
fis-69	141	9	the	the	DET
fis-69	141	10	tested	test	VERB
fis-69	141	11	specimens	specimen	NOUN
fis-69	141	12	(	(	PUNCT
fis-69	141	13	tab	tab	NOUN
fis-69	141	14	.	.	NOUN
fis-69	141	15	2	2	NUM
fis-69	141	16	)	)	PUNCT
fis-69	141	17	are	be	AUX
fis-69	141	18	also	also	ADV
fis-69	141	19	reported	report	VERB
fis-69	141	20	in	in	ADP
fis-69	141	21	the	the	DET
fis-69	141	22	histogram	histogram	NOUN
fis-69	141	23	of	of	ADP
fis-69	141	24	fig	fig	NOUN
fis-69	141	25	.	.	PUNCT
fis-69	142	1	8b	8b	NUM
fis-69	142	2	.	.	PUNCT
fis-69	143	1	in	in	ADP
fis-69	143	2	all	all	DET
fis-69	143	3	cases	case	NOUN
fis-69	143	4	,	,	PUNCT
fis-69	143	5	af	af	PROPN
fis-69	143	6	is	be	AUX
fis-69	143	7	between	between	ADP
fis-69	143	8	af	af	PROPN
fis-69	143	9	,	,	PUNCT
fis-69	143	10	max	max	PROPN
fis-69	143	11	=	=	SYM
fis-69	143	12	2	2	NUM
fis-69	143	13	mm	mm	NOUN
fis-69	143	14	and	and	CCONJ
fis-69	143	15	the	the	DET
fis-69	143	16	lower	low	ADJ
fis-69	143	17	limit	limit	NOUN
fis-69	143	18	af	af	PROPN
fis-69	143	19	,	,	PUNCT
fis-69	143	20	min	min	NOUN
fis-69	143	21	=	=	SYM
fis-69	143	22	0.61	0.61	NUM
fis-69	143	23	mm	mm	NOUN
fis-69	143	24	,	,	PUNCT
fis-69	143	25	corresponding	correspond	VERB
fis-69	143	26	to	to	ADP
fis-69	143	27	the	the	DET
fis-69	143	28	normal	normal	ADJ
fis-69	143	29	and	and	CCONJ
fis-69	143	30	selfconsolidating	selfconsolidate	VERB
fis-69	143	31	concretes	concrete	NOUN
fis-69	143	32	without	without	ADP
fis-69	143	33	any	any	DET
fis-69	143	34	confinement	confinement	NOUN
fis-69	143	35	(	(	PUNCT
fis-69	143	36	fig.8b	fig.8b	NOUN
fis-69	143	37	)	)	PUNCT
fis-69	143	38	.	.	PUNCT
fis-69	144	1	to	to	PART
fis-69	144	2	be	be	AUX
fis-69	144	3	more	more	ADV
fis-69	144	4	precise	precise	ADJ
fis-69	144	5	,	,	PUNCT
fis-69	144	6	af	af	PROPN
fis-69	144	7	,	,	PUNCT
fis-69	144	8	min	min	PROPN
fis-69	144	9	is	be	AUX
fis-69	144	10	obtained	obtain	VERB
fis-69	144	11	by	by	ADP
fis-69	144	12	substituting	substitute	VERB
fis-69	144	13	eqs.(4	eqs.(4	PROPN
fis-69	144	14	)	)	PUNCT
fis-69	144	15	(	(	PUNCT
fis-69	144	16	with	with	ADP
fis-69	144	17	a	a	DET
fis-69	144	18	=	=	NOUN
fis-69	144	19	0.320	0.320	NUM
fis-69	144	20	mm-2	mm-2	NOUN
fis-69	144	21	and	and	CCONJ
fis-69	144	22	b	b	X
fis-69	144	23	=	=	SYM
fis-69	144	24	-1.12	-1.12	X
fis-69	144	25	mm-1	mm-1	X
fis-69	144	26	)	)	PUNCT
fis-69	144	27	into	into	ADP
fis-69	144	28	eq.(6	eq.(6	NOUN
fis-69	144	29	)	)	PUNCT
fis-69	144	30	.	.	PUNCT
fis-69	145	1	at	at	ADP
fis-69	145	2	3	3	PROPN
fis-69	145	3	=	=	SYM
fis-69	145	4	1mpa	1mpa	PROPN
fis-69	145	5	,	,	PUNCT
fis-69	145	6	for	for	ADP
fis-69	145	7	the	the	DET
fis-69	145	8	specimens	specimen	NOUN
fis-69	145	9	made	make	VERB
fis-69	145	10	of	of	ADP
fis-69	145	11	sc	sc	PROPN
fis-69	145	12	and	and	CCONJ
fis-69	145	13	nc	nc	PROPN
fis-69	145	14	(	(	PUNCT
fis-69	145	15	i.e.	i.e.	X
fis-69	145	16	,	,	PUNCT
fis-69	145	17	nc1	nc1	PROPN
fis-69	145	18	,	,	PUNCT
fis-69	145	19	sc1	sc1	PROPN
fis-69	145	20	,	,	PUNCT
fis-69	145	21	sc1b	sc1b	PROPN
fis-69	145	22	)	)	PUNCT
fis-69	145	23	the	the	DET
fis-69	145	24	values	value	NOUN
fis-69	145	25	of	of	ADP
fis-69	145	26	af	af	PROPN
fis-69	145	27	range	range	NOUN
fis-69	145	28	between	between	ADP
fis-69	145	29	1.39	1.39	NUM
fis-69	145	30	mm	mm	NOUN
fis-69	145	31	and	and	CCONJ
fis-69	145	32	1.46	1.46	NUM
fis-69	145	33	mm	mm	NOUN
fis-69	145	34	(	(	PUNCT
fis-69	145	35	fig.8b	fig.8b	NOUN
fis-69	145	36	)	)	PUNCT
fis-69	145	37	,	,	PUNCT
fis-69	145	38	and	and	CCONJ
fis-69	145	39	do	do	AUX
fis-69	145	40	not	not	PART
fis-69	145	41	differ	differ	VERB
fis-69	145	42	substantially	substantially	ADV
fis-69	145	43	from	from	ADP
fis-69	145	44	those	those	PRON
fis-69	145	45	measured	measure	VERB
fis-69	145	46	for	for	ADP
fis-69	145	47	sismabeton	sismabeton	NOUN
fis-69	145	48	(	(	PUNCT
fis-69	145	49	af	af	PROPN
fis-69	145	50	1.56	1.56	ADJ
fis-69	145	51	mm	mm	PROPN
fis-69	145	52	)	)	PUNCT
fis-69	145	53	without	without	ADP
fis-69	145	54	confinement	confinement	NOUN
fis-69	145	55	.	.	PUNCT
fis-69	146	1	conclusions	conclusion	NOUN
fis-69	146	2	rom	rom	VERB
fis-69	146	3	the	the	DET
fis-69	146	4	results	result	NOUN
fis-69	146	5	of	of	ADP
fis-69	146	6	an	an	DET
fis-69	146	7	experimental	experimental	ADJ
fis-69	146	8	campaign	campaign	NOUN
fis-69	146	9	performed	perform	VERB
fis-69	146	10	on	on	ADP
fis-69	146	11	nc	nc	PROPN
fis-69	146	12	,	,	PUNCT
fis-69	146	13	sc	sc	PROPN
fis-69	146	14	and	and	CCONJ
fis-69	146	15	sismabeton	sismabeton	ADJ
fis-69	146	16	cylinders	cylinder	NOUN
fis-69	146	17	under	under	ADP
fis-69	146	18	uniaxial	uniaxial	ADJ
fis-69	146	19	and	and	CCONJ
fis-69	146	20	multi	multi	ADJ
fis-69	146	21	-	-	ADJ
fis-69	146	22	axial	axial	ADJ
fis-69	146	23	compression	compression	NOUN
fis-69	146	24	,	,	PUNCT
fis-69	146	25	the	the	DET
fis-69	146	26	following	follow	VERB
fis-69	146	27	conclusion	conclusion	NOUN
fis-69	146	28	can	can	AUX
fis-69	146	29	be	be	AUX
fis-69	146	30	drawn	draw	VERB
fis-69	146	31	:	:	PUNCT
fis-69	146	32	in	in	ADP
fis-69	146	33	normal	normal	ADJ
fis-69	146	34	and	and	CCONJ
fis-69	146	35	self	self	NOUN
fis-69	146	36	-	-	PUNCT
fis-69	146	37	consolidating	consolidate	VERB
fis-69	146	38	concrete	concrete	ADJ
fis-69	146	39	,	,	PUNCT
fis-69	146	40	fracture	fracture	ADJ
fis-69	146	41	toughness	toughness	NOUN
fis-69	146	42	in	in	ADP
fis-69	146	43	compression	compression	NOUN
fis-69	146	44	increases	increase	NOUN
fis-69	146	45	in	in	ADP
fis-69	146	46	the	the	DET
fis-69	146	47	presence	presence	NOUN
fis-69	146	48	of	of	ADP
fis-69	146	49	an	an	DET
fis-69	146	50	active	active	ADJ
fis-69	146	51	confinement	confinement	NOUN
fis-69	146	52	.	.	PUNCT
fis-69	147	1	during	during	ADP
fis-69	147	2	the	the	DET
fis-69	147	3	post	post	ADJ
fis-69	147	4	-	-	ADJ
fis-69	147	5	peak	peak	ADJ
fis-69	147	6	stage	stage	NOUN
fis-69	147	7	,	,	PUNCT
fis-69	147	8	the	the	DET
fis-69	147	9	ductility	ductility	NOUN
fis-69	147	10	of	of	ADP
fis-69	147	11	sismabeton	sismabeton	NOUN
fis-69	147	12	is	be	AUX
fis-69	147	13	comparable	comparable	ADJ
fis-69	147	14	with	with	ADP
fis-69	147	15	that	that	PRON
fis-69	147	16	of	of	ADP
fis-69	147	17	nc	nc	PROPN
fis-69	147	18	or	or	CCONJ
fis-69	147	19	sc	sc	PROPN
fis-69	147	20	at	at	ADP
fis-69	147	21	1mpa	1mpa	NUM
fis-69	147	22	of	of	ADP
fis-69	147	23	confining	confine	VERB
fis-69	147	24	pressure	pressure	NOUN
fis-69	147	25	.	.	PUNCT
fis-69	148	1	in	in	ADP
fis-69	148	2	compression	compression	NOUN
fis-69	148	3	,	,	PUNCT
fis-69	148	4	the	the	DET
fis-69	148	5	performance	performance	NOUN
fis-69	148	6	of	of	ADP
fis-69	148	7	fiber	fiber	NOUN
fis-69	148	8	-	-	PUNCT
fis-69	148	9	reinforced	reinforce	VERB
fis-69	148	10	composites	composite	NOUN
fis-69	148	11	can	can	AUX
fis-69	148	12	be	be	AUX
fis-69	148	13	quantified	quantify	VERB
fis-69	148	14	by	by	ADP
fis-69	148	15	the	the	DET
fis-69	148	16	distributed	distribute	VERB
fis-69	148	17	confining	confining	NOUN
fis-69	148	18	pressure	pressure	NOUN
fis-69	148	19	generated	generate	VERB
fis-69	148	20	by	by	ADP
fis-69	148	21	the	the	DET
fis-69	148	22	fibers	fiber	NOUN
fis-69	148	23	.	.	PUNCT
fis-69	149	1	the	the	DET
fis-69	149	2	presence	presence	NOUN
fis-69	149	3	of	of	ADP
fis-69	149	4	an	an	DET
fis-69	149	5	active	active	ADJ
fis-69	149	6	confinement	confinement	NOUN
fis-69	149	7	can	can	AUX
fis-69	149	8	improve	improve	VERB
fis-69	149	9	the	the	DET
fis-69	149	10	mechanical	mechanical	ADJ
fis-69	149	11	behaviour	behaviour	NOUN
fis-69	149	12	of	of	ADP
fis-69	149	13	concrete	concrete	ADJ
fis-69	149	14	and	and	CCONJ
fis-69	149	15	,	,	PUNCT
fis-69	149	16	consequently	consequently	ADV
fis-69	149	17	,	,	PUNCT
fis-69	149	18	its	its	PRON
fis-69	149	19	durability	durability	NOUN
fis-69	149	20	.	.	PUNCT
fis-69	150	1	thus	thus	ADV
fis-69	150	2	,	,	PUNCT
fis-69	150	3	further	further	ADJ
fis-69	150	4	researches	research	NOUN
fis-69	150	5	should	should	AUX
fis-69	150	6	be	be	AUX
fis-69	150	7	developed	develop	VERB
fis-69	150	8	in	in	ADP
fis-69	150	9	order	order	NOUN
fis-69	150	10	to	to	PART
fis-69	150	11	introduce	introduce	VERB
fis-69	150	12	new	new	ADJ
fis-69	150	13	sustainability	sustainability	NOUN
fis-69	150	14	indexes	index	NOUN
fis-69	150	15	,	,	PUNCT
fis-69	150	16	which	which	PRON
fis-69	150	17	take	take	VERB
fis-69	150	18	into	into	ADP
fis-69	150	19	account	account	NOUN
fis-69	150	20	fracture	fracture	NOUN
fis-69	150	21	toughness	toughness	NOUN
fis-69	150	22	,	,	PUNCT
fis-69	150	23	both	both	CCONJ
fis-69	150	24	in	in	ADP
fis-69	150	25	tension	tension	NOUN
fis-69	150	26	and	and	CCONJ
fis-69	150	27	compression	compression	NOUN
fis-69	150	28	.	.	PUNCT
fis-69	151	1	acknowledgements	acknowledgement	NOUN
fis-69	151	2	he	he	PRON
fis-69	151	3	authors	author	NOUN
fis-69	151	4	wish	wish	VERB
fis-69	151	5	to	to	PART
fis-69	151	6	express	express	VERB
fis-69	151	7	their	their	PRON
fis-69	151	8	gratitude	gratitude	NOUN
fis-69	151	9	to	to	ADP
fis-69	151	10	the	the	DET
fis-69	151	11	italian	italian	ADJ
fis-69	151	12	ministry	ministry	PROPN
fis-69	151	13	of	of	ADP
fis-69	151	14	university	university	PROPN
fis-69	151	15	and	and	CCONJ
fis-69	151	16	research	research	NOUN
fis-69	151	17	(	(	PUNCT
fis-69	151	18	prin	prin	NOUN
fis-69	151	19	2006	2006	NUM
fis-69	151	20	)	)	PUNCT
fis-69	151	21	and	and	CCONJ
fis-69	151	22	to	to	PART
fis-69	151	23	fondazione	fondazione	VERB
fis-69	151	24	cassa	cassa	PROPN
fis-69	151	25	di	di	PROPN
fis-69	151	26	risparmio	risparmio	PROPN
fis-69	151	27	di	di	PROPN
fis-69	151	28	alessandria	alessandria	PROPN
fis-69	151	29	for	for	ADP
fis-69	151	30	financing	finance	VERB
fis-69	151	31	this	this	DET
fis-69	151	32	research	research	NOUN
fis-69	151	33	work	work	NOUN
fis-69	151	34	,	,	PUNCT
fis-69	151	35	and	and	CCONJ
fis-69	151	36	also	also	ADV
fis-69	151	37	to	to	PART
fis-69	151	38	buzzi	buzzi	NOUN
fis-69	151	39	unicem	unicem	VERB
fis-69	151	40	s.p.a	s.p.a	NOUN
fis-69	151	41	.	.	PUNCT
fis-69	152	1	for	for	ADP
fis-69	152	2	its	its	PRON
fis-69	152	3	technical	technical	ADJ
fis-69	152	4	support	support	NOUN
fis-69	152	5	.	.	PUNCT
fis-69	153	1	references	reference	NOUN
fis-69	153	2	[	[	X
fis-69	153	3	1	1	NUM
fis-69	153	4	]	]	PUNCT
fis-69	153	5	m.	m.	NOUN
fis-69	153	6	a.	a.	PROPN
fis-69	153	7	mansur	mansur	PROPN
fis-69	153	8	,	,	PUNCT
fis-69	153	9	m.	m.	PROPN
fis-69	153	10	s.	s.	PROPN
fis-69	153	11	chin	chin	PROPN
fis-69	153	12	,	,	PUNCT
fis-69	153	13	t.	t.	PROPN
fis-69	153	14	h.	h.	PROPN
fis-69	153	15	wee	wee	PROPN
fis-69	153	16	,	,	PUNCT
fis-69	153	17	aci	aci	PROPN
fis-69	153	18	structural	structural	ADJ
fis-69	153	19	journal	journal	NOUN
fis-69	153	20	,	,	PUNCT
fis-69	153	21	94	94	NUM
fis-69	153	22	-	-	SYM
fis-69	153	23	6	6	NUM
fis-69	153	24	(	(	PUNCT
fis-69	153	25	1997	1997	NUM
fis-69	153	26	)	)	PUNCT
fis-69	153	27	663	663	NUM
fis-69	153	28	.	.	PUNCT
fis-69	154	1	[	[	X
fis-69	154	2	2	2	X
fis-69	154	3	]	]	PUNCT
fis-69	154	4	k.	k.	PROPN
fis-69	154	5	h.	h.	PROPN
fis-69	154	6	khayat	khayat	PROPN
fis-69	154	7	,	,	PUNCT
fis-69	154	8	p.	p.	NOUN
fis-69	154	9	paultre	paultre	NOUN
fis-69	154	10	,	,	PUNCT
fis-69	154	11	s.	s.	PROPN
fis-69	154	12	tremblay	tremblay	PROPN
fis-69	154	13	,	,	PUNCT
fis-69	154	14	aci	aci	PROPN
fis-69	154	15	materials	material	NOUN
fis-69	154	16	journal	journal	NOUN
fis-69	154	17	,	,	PUNCT
fis-69	154	18	98	98	NUM
fis-69	154	19	-	-	SYM
fis-69	154	20	1	1	NUM
fis-69	154	21	(	(	PUNCT
fis-69	154	22	2001	2001	NUM
fis-69	154	23	)	)	PUNCT
fis-69	154	24	371	371	NUM
fis-69	154	25	.	.	PUNCT
fis-69	155	1	[	[	X
fis-69	155	2	3	3	X
fis-69	155	3	]	]	X
fis-69	155	4	uni	uni	X
fis-69	155	5	en	en	PROPN
fis-69	155	6	1998	1998	NUM
fis-69	155	7	-	-	SYM
fis-69	155	8	1:2005	1:2005	NUM
fis-69	155	9	.	.	PUNCT
fis-69	156	1	eurocodice	eurocodice	NOUN
fis-69	156	2	8	8	NUM
fis-69	156	3	–	–	PUNCT
fis-69	156	4	design	design	NOUN
fis-69	156	5	of	of	ADP
fis-69	156	6	structures	structure	NOUN
fis-69	156	7	for	for	ADP
fis-69	156	8	earthquake	earthquake	NOUN
fis-69	156	9	resistance	resistance	NOUN
fis-69	156	10	part	part	NOUN
fis-69	156	11	1	1	NUM
fis-69	156	12	:	:	PUNCT
fis-69	156	13	general	general	ADJ
fis-69	156	14	rules	rule	NOUN
fis-69	156	15	,	,	PUNCT
fis-69	156	16	seismic	seismic	ADJ
fis-69	156	17	actions	action	NOUN
fis-69	156	18	and	and	CCONJ
fis-69	156	19	rules	rule	NOUN
fis-69	156	20	for	for	ADP
fis-69	156	21	buildings	building	NOUN
fis-69	156	22	,	,	PUNCT
fis-69	156	23	(	(	PUNCT
fis-69	156	24	1998	1998	NUM
fis-69	156	25	)	)	PUNCT
fis-69	156	26	229	229	NUM
fis-69	157	1	[	[	X
fis-69	157	2	4	4	X
fis-69	157	3	]	]	X
fis-69	157	4	uni	uni	PROPN
fis-69	157	5	en	en	PROPN
fis-69	157	6	1992	1992	NUM
fis-69	157	7	-	-	SYM
fis-69	157	8	1	1	NUM
fis-69	157	9	-	-	PUNCT
fis-69	157	10	1:2005	1:2005	NUM
fis-69	157	11	.	.	PUNCT
fis-69	158	1	eurocodice	eurocodice	PROPN
fis-69	158	2	2design	2design	NUM
fis-69	158	3	of	of	ADP
fis-69	158	4	concrete	concrete	ADJ
fis-69	158	5	structurespart	structurespart	NOUN
fis-69	158	6	1	1	NUM
fis-69	158	7	-	-	SYM
fis-69	158	8	1	1	NUM
fis-69	158	9	:	:	PUNCT
fis-69	158	10	general	general	ADJ
fis-69	158	11	rules	rule	NOUN
fis-69	158	12	and	and	CCONJ
fis-69	158	13	rules	rule	NOUN
fis-69	158	14	for	for	ADP
fis-69	158	15	building	building	NOUN
fis-69	158	16	,	,	PUNCT
fis-69	158	17	(	(	PUNCT
fis-69	158	18	1992	1992	NUM
fis-69	158	19	)	)	PUNCT
fis-69	158	20	225	225	NUM
fis-69	158	21	.	.	PUNCT
fis-69	159	1	[	[	X
fis-69	159	2	5	5	NUM
fis-69	159	3	]	]	X
fis-69	159	4	n.	n.	PROPN
fis-69	159	5	ganesan	ganesan	PROPN
fis-69	159	6	,	,	PUNCT
fis-69	159	7	j.	j.	PROPN
fis-69	159	8	v.	v.	PROPN
fis-69	159	9	ramana	ramana	PROPN
fis-69	159	10	murthy	murthy	PROPN
fis-69	159	11	,	,	PUNCT
fis-69	159	12	aci	aci	PROPN
fis-69	159	13	materials	material	NOUN
fis-69	159	14	journal	journal	NOUN
fis-69	159	15	,	,	PUNCT
fis-69	159	16	87	87	NUM
fis-69	159	17	-	-	SYM
fis-69	159	18	3	3	NUM
fis-69	159	19	(	(	PUNCT
fis-69	159	20	1990	1990	NUM
fis-69	159	21	)	)	PUNCT
fis-69	159	22	221	221	NUM
fis-69	159	23	.	.	PUNCT
fis-69	160	1	[	[	X
fis-69	160	2	6	6	NUM
fis-69	160	3	]	]	PUNCT
fis-69	160	4	g.	g.	NOUN
fis-69	160	5	pons	pons	PROPN
fis-69	160	6	,	,	PUNCT
fis-69	160	7	m.	m.	NOUN
fis-69	160	8	mouret	mouret	PROPN
fis-69	160	9	,	,	PUNCT
fis-69	160	10	m.	m.	NOUN
fis-69	160	11	alcantara	alcantara	PROPN
fis-69	160	12	,	,	PUNCT
fis-69	160	13	j.	j.	PROPN
fis-69	160	14	l.	l.	PROPN
fis-69	160	15	granju	granju	PROPN
fis-69	160	16	,	,	PUNCT
fis-69	160	17	materials	material	NOUN
fis-69	160	18	and	and	CCONJ
fis-69	160	19	structures	structure	NOUN
fis-69	160	20	,	,	PUNCT
fis-69	160	21	40	40	NUM
fis-69	160	22	-	-	SYM
fis-69	160	23	2	2	NUM
fis-69	160	24	(	(	PUNCT
fis-69	160	25	2007	2007	NUM
fis-69	160	26	)	)	PUNCT
fis-69	160	27	201	201	NUM
fis-69	160	28	.	.	PUNCT
fis-69	161	1	[	[	X
fis-69	161	2	7	7	X
fis-69	161	3	]	]	X
fis-69	161	4	ceb	ceb	PROPN
fis-69	161	5	(	(	PUNCT
fis-69	161	6	comite	comite	PROPN
fis-69	161	7	euro	euro	PROPN
fis-69	161	8	-	-	PUNCT
fis-69	161	9	international	international	ADJ
fis-69	161	10	du	du	PROPN
fis-69	161	11	beton	beton	PROPN
fis-69	161	12	)	)	PUNCT
fis-69	161	13	,	,	PUNCT
fis-69	161	14	“	"	PUNCT
fis-69	161	15	ceb	ceb	PROPN
fis-69	161	16	-	-	PUNCT
fis-69	161	17	fip	fip	PROPN
fis-69	161	18	model	model	NOUN
fis-69	161	19	code	code	PROPN
fis-69	161	20	1990	1990	NUM
fis-69	161	21	”	"	PUNCT
fis-69	161	22	,	,	PUNCT
fis-69	161	23	bulletin	bulletin	NOUN
fis-69	161	24	d'information	d'information	NOUN
fis-69	161	25	n	n	CCONJ
fis-69	161	26	°	°	ADV
fis-69	161	27	203	203	NUM
fis-69	161	28	-	-	SYM
fis-69	161	29	205	205	NUM
fis-69	161	30	,	,	PUNCT
fis-69	161	31	thomas	thomas	PROPN
fis-69	161	32	telford	telford	PROPN
fis-69	161	33	,	,	PUNCT
fis-69	161	34	london	london	PROPN
fis-69	161	35	,	,	PUNCT
fis-69	161	36	uk	uk	PROPN
fis-69	161	37	(	(	PUNCT
fis-69	161	38	1993	1993	NUM
fis-69	161	39	)	)	PUNCT
fis-69	161	40	.	.	PUNCT
fis-69	162	1	[	[	X
fis-69	162	2	8	8	X
fis-69	162	3	]	]	X
fis-69	162	4	j.	j.	PROPN
fis-69	162	5	g.	g.	PROPN
fis-69	162	6	m.	m.	PROPN
fis-69	162	7	van	van	PROPN
fis-69	162	8	mier	mier	PROPN
fis-69	162	9	,	,	PUNCT
fis-69	162	10	,	,	PUNCT
fis-69	162	11	fracture	fracture	NOUN
fis-69	162	12	processes	process	NOUN
fis-69	162	13	of	of	ADP
fis-69	162	14	concrete	concrete	NOUN
fis-69	162	15	:	:	PUNCT
fis-69	162	16	assessment	assessment	NOUN
fis-69	162	17	of	of	ADP
fis-69	162	18	material	material	NOUN
fis-69	162	19	parameters	parameter	NOUN
fis-69	162	20	for	for	ADP
fis-69	162	21	fracture	fracture	NOUN
fis-69	162	22	models	model	NOUN
fis-69	162	23	.	.	PUNCT
fis-69	163	1	crc	crc	PROPN
fis-69	163	2	press	press	PROPN
fis-69	163	3	,	,	PUNCT
fis-69	163	4	(	(	PUNCT
fis-69	163	5	1996	1996	NUM
fis-69	163	6	)	)	PUNCT
fis-69	163	7	448	448	NUM
fis-69	163	8	.	.	PUNCT
fis-69	164	1	[	[	X
fis-69	164	2	9	9	NUM
fis-69	164	3	]	]	X
fis-69	164	4	d.	d.	PROPN
fis-69	164	5	c.	c.	PROPN
fis-69	164	6	jansen	jansen	PROPN
fis-69	164	7	,	,	PUNCT
fis-69	164	8	s.	s.	PROPN
fis-69	164	9	p.	p.	PROPN
fis-69	164	10	shah	shah	PROPN
fis-69	164	11	,	,	PUNCT
fis-69	164	12	asce	asce	PROPN
fis-69	164	13	journal	journal	PROPN
fis-69	164	14	of	of	ADP
fis-69	164	15	engineering	engineering	NOUN
fis-69	164	16	mechanics	mechanic	NOUN
fis-69	164	17	,	,	PUNCT
fis-69	164	18	123	123	NUM
fis-69	164	19	-	-	SYM
fis-69	164	20	1	1	NUM
fis-69	164	21	(	(	PUNCT
fis-69	164	22	1997	1997	NUM
fis-69	164	23	)	)	PUNCT
fis-69	164	24	25	25	NUM
fis-69	164	25	.	.	PUNCT
fis-69	165	1	[	[	X
fis-69	165	2	10	10	NUM
fis-69	165	3	]	]	PUNCT
fis-69	165	4	a.	a.	NOUN
fis-69	165	5	p.	p.	PROPN
fis-69	165	6	fantilli	fantilli	PROPN
fis-69	165	7	,	,	PUNCT
fis-69	165	8	h.	h.	PROPN
fis-69	165	9	mihashi	mihashi	PROPN
fis-69	165	10	,	,	PUNCT
fis-69	165	11	p.	p.	PROPN
fis-69	165	12	vallini	vallini	PROPN
fis-69	165	13	,	,	PUNCT
fis-69	165	14	aci	aci	PROPN
fis-69	165	15	materials	material	NOUN
fis-69	165	16	journal	journal	NOUN
fis-69	165	17	,	,	PUNCT
fis-69	165	18	104	104	NUM
fis-69	165	19	-	-	SYM
fis-69	165	20	5	5	NUM
fis-69	165	21	(	(	PUNCT
fis-69	165	22	2007	2007	NUM
fis-69	165	23	)	)	PUNCT
fis-69	165	24	501	501	NUM
fis-69	165	25	.	.	PUNCT
fis-69	166	1	[	[	X
fis-69	166	2	11	11	NUM
fis-69	166	3	]	]	X
fis-69	166	4	p.	p.	NOUN
fis-69	166	5	jamet	jamet	PROPN
fis-69	166	6	,	,	PUNCT
fis-69	166	7	a.	a.	PROPN
fis-69	166	8	millard	millard	PROPN
fis-69	166	9	,	,	PUNCT
fis-69	166	10	g.	g.	PROPN
fis-69	166	11	nahas	nahas	PROPN
fis-69	166	12	,	,	PUNCT
fis-69	166	13	int	int	NOUN
fis-69	166	14	.	.	PUNCT
fis-69	167	1	conference	conference	NOUN
fis-69	167	2	on	on	ADP
fis-69	167	3	concrete	concrete	NOUN
fis-69	167	4	under	under	ADP
fis-69	167	5	multiaxial	multiaxial	ADJ
fis-69	167	6	conditions	condition	NOUN
fis-69	167	7	,	,	PUNCT
fis-69	167	8	toulouse	toulouse	NOUN
fis-69	167	9	(	(	PUNCT
fis-69	167	10	1984	1984	NUM
fis-69	167	11	)	)	PUNCT
fis-69	167	12	133	133	NUM
fis-69	167	13	.	.	PUNCT
fis-69	168	1	[	[	X
fis-69	168	2	12	12	NUM
fis-69	168	3	]	]	PUNCT
fis-69	168	4	s.	s.	PROPN
fis-69	168	5	j.	j.	PROPN
fis-69	168	6	foster	foster	PROPN
fis-69	168	7	,	,	PUNCT
fis-69	168	8	j.	j.	PROPN
fis-69	168	9	liu	liu	PROPN
fis-69	168	10	,	,	PUNCT
fis-69	168	11	s.	s.	PROPN
fis-69	168	12	a.	a.	PROPN
fis-69	168	13	sheikh	sheikh	PROPN
fis-69	168	14	,	,	PUNCT
fis-69	168	15	asce	asce	PROPN
fis-69	168	16	journal	journal	PROPN
fis-69	168	17	of	of	ADP
fis-69	168	18	structural	structural	ADJ
fis-69	168	19	engineering	engineering	NOUN
fis-69	168	20	,	,	PUNCT
fis-69	168	21	124	124	NUM
fis-69	168	22	-	-	SYM
fis-69	168	23	12	12	NUM
fis-69	168	24	(	(	PUNCT
fis-69	168	25	1998	1998	NUM
fis-69	168	26	)	)	PUNCT
fis-69	168	27	1431	1431	NUM
fis-69	168	28	.	.	PUNCT
fis-69	169	1	f	f	PROPN
fis-69	169	2	t	t	PROPN
fis-69	169	3	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	PROPN
fis-69	169	4	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN
fis-69	169	5	b.	b.	PROPN
fis-69	169	6	chiaia	chiaia	PROPN
fis-69	169	7	et	et	PROPN
fis-69	169	8	alii	alii	PROPN
fis-69	169	9	,	,	PUNCT
fis-69	169	10	frattura	frattura	PROPN
fis-69	169	11	ed	ed	PROPN
fis-69	169	12	integrità	integrità	PROPN
fis-69	169	13	strutturale	strutturale	PROPN
fis-69	169	14	,	,	PUNCT
fis-69	169	15	10	10	NUM
fis-69	169	16	(	(	PUNCT
fis-69	169	17	2009	2009	NUM
fis-69	169	18	)	)	PUNCT
fis-69	169	19	29	29	NUM
fis-69	169	20	-	-	SYM
fis-69	169	21	37	37	NUM
fis-69	169	22	;	;	PUNCT
fis-69	169	23	doi	doi	NOUN
fis-69	169	24	:	:	PUNCT
fis-69	169	25	10.3221	10.3221	NUM
fis-69	169	26	/	/	SYM
fis-69	169	27	igf	igf	PROPN
fis-69	169	28	-	-	NOUN
fis-69	169	29	esis.10.04	esis.10.04	NOUN
fis-69	169	30	37	37	NUM
fis-69	169	31	[	[	SYM
fis-69	169	32	13	13	NUM
fis-69	169	33	]	]	PUNCT
fis-69	169	34	b.	b.	PROPN
fis-69	169	35	chiaia	chiaia	PROPN
fis-69	169	36	,	,	PUNCT
fis-69	169	37	a.	a.	PROPN
fis-69	169	38	p.	p.	PROPN
fis-69	169	39	fantilli	fantilli	PROPN
fis-69	169	40	,	,	PUNCT
fis-69	169	41	p.	p.	PROPN
fis-69	169	42	vallini	vallini	PROPN
fis-69	169	43	,	,	PUNCT
fis-69	169	44	in	in	ADP
fis-69	169	45	3rd	3rd	ADJ
fis-69	169	46	north	north	NOUN
fis-69	169	47	american	american	ADJ
fis-69	169	48	conference	conference	NOUN
fis-69	169	49	on	on	ADP
fis-69	169	50	the	the	DET
fis-69	169	51	design	design	NOUN
fis-69	169	52	and	and	CCONJ
fis-69	169	53	use	use	NOUN
fis-69	169	54	of	of	ADP
fis-69	169	55	self	self	NOUN
fis-69	169	56	-	-	PUNCT
fis-69	169	57	consolidating	consolidate	VERB
fis-69	169	58	concrete	concrete	ADJ
fis-69	169	59	(	(	PUNCT
fis-69	169	60	scc	scc	NOUN
fis-69	169	61	)	)	PUNCT
fis-69	169	62	,	,	PUNCT
fis-69	169	63	chicago	chicago	PROPN
fis-69	169	64	(	(	PUNCT
fis-69	169	65	2008	2008	NUM
fis-69	169	66	)	)	PUNCT
fis-69	169	67	.	.	PUNCT
fis-69	170	1	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	http://dx.medra.org/10.3221/igf-esis.10.04&auth=true	PROPN
fis-69	170	2	http://www.gruppofrattura.it	http://www.gruppofrattura.it	PROPN