id	sid	tid	token	lemma	pos
app01-10740	1	1	acta	acta	PROPN
app01-10740	1	2	polytechnica	polytechnica	PROPN
app01-10740	1	3	ctu	ctu	NOUN
app01-10740	1	4	proceedings	proceeding	NOUN
app01-10740	1	5	https://doi.org/10.14311/app.2025.53.0042	https://doi.org/10.14311/app.2025.53.0042	PROPN
app01-10740	1	6	acta	acta	PROPN
app01-10740	1	7	polytechnica	polytechnica	PROPN
app01-10740	1	8	ctu	ctu	NOUN
app01-10740	1	9	proceedings	proceeding	NOUN
app01-10740	1	10	53:42–48	53:42–48	NUM
app01-10740	1	11	,	,	PUNCT
app01-10740	1	12	2025	2025	NUM
app01-10740	1	13	©	©	ADP
app01-10740	1	14	2025	2025	NUM
app01-10740	1	15	the	the	DET
app01-10740	1	16	author(s	author(s	NOUN
app01-10740	1	17	)	)	PUNCT
app01-10740	1	18	.	.	PUNCT
app01-10740	2	1	licensed	license	VERB
app01-10740	2	2	under	under	ADP
app01-10740	2	3	a	a	DET
app01-10740	2	4	cc	cc	NOUN
app01-10740	2	5	-	-	PUNCT
app01-10740	2	6	by	by	ADP
app01-10740	2	7	4.0	4.0	NUM
app01-10740	2	8	licence	licence	NOUN
app01-10740	2	9	published	publish	VERB
app01-10740	2	10	by	by	ADP
app01-10740	2	11	the	the	DET
app01-10740	2	12	czech	czech	PROPN
app01-10740	2	13	technical	technical	PROPN
app01-10740	2	14	university	university	PROPN
app01-10740	2	15	in	in	ADP
app01-10740	2	16	prague	prague	PROPN
app01-10740	2	17	parametric	parametric	ADJ
app01-10740	2	18	study	study	NOUN
app01-10740	2	19	of	of	ADP
app01-10740	2	20	a	a	DET
app01-10740	2	21	reinforced	reinforce	VERB
app01-10740	2	22	concrete	concrete	ADJ
app01-10740	2	23	footbridge	footbridge	NOUN
app01-10740	2	24	strengthened	strengthen	VERB
app01-10740	2	25	by	by	ADP
app01-10740	2	26	a	a	DET
app01-10740	2	27	layer	layer	NOUN
app01-10740	2	28	of	of	ADP
app01-10740	2	29	uhpfrc	uhpfrc	PROPN
app01-10740	2	30	petr	petr	PROPN
app01-10740	2	31	kněž	kněž	PROPN
app01-10740	2	32	,	,	PUNCT
app01-10740	2	33	milan	milan	PROPN
app01-10740	2	34	holý∗	holý∗	PROPN
app01-10740	2	35	,	,	PUNCT
app01-10740	2	36	jiří	jiří	NOUN
app01-10740	2	37	kolísko	kolísko	ADV
app01-10740	2	38	czech	czech	PROPN
app01-10740	2	39	technical	technical	PROPN
app01-10740	2	40	university	university	PROPN
app01-10740	2	41	in	in	ADP
app01-10740	2	42	prague	prague	PROPN
app01-10740	2	43	,	,	PUNCT
app01-10740	2	44	klokner	klokner	PROPN
app01-10740	2	45	institute	institute	PROPN
app01-10740	2	46	,	,	PUNCT
app01-10740	2	47	šolínova	šolínova	X
app01-10740	2	48	7	7	NUM
app01-10740	2	49	,	,	PUNCT
app01-10740	2	50	prague	prague	NOUN
app01-10740	2	51	166	166	NUM
app01-10740	2	52	08	08	NUM
app01-10740	2	53	,	,	PUNCT
app01-10740	2	54	czech	czech	PROPN
app01-10740	2	55	republic	republic	NOUN
app01-10740	2	56	∗	∗	NOUN
app01-10740	2	57	corresponding	correspond	VERB
app01-10740	2	58	author	author	NOUN
app01-10740	2	59	:	:	PUNCT
app01-10740	2	60	milan.holy@cvut.cz	milan.holy@cvut.cz	NOUN
app01-10740	2	61	abstract	abstract	NOUN
app01-10740	2	62	.	.	PUNCT
app01-10740	3	1	this	this	DET
app01-10740	3	2	paper	paper	NOUN
app01-10740	3	3	deals	deal	NOUN
app01-10740	3	4	with	with	ADP
app01-10740	3	5	the	the	DET
app01-10740	3	6	presentation	presentation	NOUN
app01-10740	3	7	of	of	ADP
app01-10740	3	8	a	a	DET
app01-10740	3	9	parametric	parametric	ADJ
app01-10740	3	10	study	study	NOUN
app01-10740	3	11	of	of	ADP
app01-10740	3	12	the	the	DET
app01-10740	3	13	strengthening	strengthening	NOUN
app01-10740	3	14	of	of	ADP
app01-10740	3	15	a	a	DET
app01-10740	3	16	reinforced	reinforce	VERB
app01-10740	3	17	concrete	concrete	ADJ
app01-10740	3	18	footbridge	footbridge	NOUN
app01-10740	3	19	with	with	ADP
app01-10740	3	20	a	a	DET
app01-10740	3	21	layer	layer	NOUN
app01-10740	3	22	of	of	ADP
app01-10740	3	23	reinforced	reinforce	VERB
app01-10740	3	24	uhpfrc	uhpfrc	NOUN
app01-10740	3	25	on	on	ADP
app01-10740	3	26	its	its	PRON
app01-10740	3	27	upper	upper	ADJ
app01-10740	3	28	surface	surface	NOUN
app01-10740	3	29	.	.	PUNCT
app01-10740	4	1	in	in	ADP
app01-10740	4	2	order	order	NOUN
app01-10740	4	3	to	to	PART
app01-10740	4	4	increase	increase	VERB
app01-10740	4	5	its	its	PRON
app01-10740	4	6	load	load	NOUN
app01-10740	4	7	carrying	carry	VERB
app01-10740	4	8	capacity	capacity	NOUN
app01-10740	4	9	,	,	PUNCT
app01-10740	4	10	stiffness	stiffness	NOUN
app01-10740	4	11	and	and	CCONJ
app01-10740	4	12	durability	durability	NOUN
app01-10740	4	13	,	,	PUNCT
app01-10740	4	14	the	the	DET
app01-10740	4	15	design	design	NOUN
app01-10740	4	16	of	of	ADP
app01-10740	4	17	strengthening	strengthen	VERB
app01-10740	4	18	with	with	ADP
app01-10740	4	19	50	50	NUM
app01-10740	4	20	mm	mm	PROPN
app01-10740	4	21	thick	thick	ADJ
app01-10740	4	22	uhpfrc	uhpfrc	NOUN
app01-10740	4	23	layer	layer	NOUN
app01-10740	4	24	was	be	AUX
app01-10740	4	25	carried	carry	VERB
app01-10740	4	26	out	out	ADP
app01-10740	4	27	.	.	PUNCT
app01-10740	5	1	the	the	DET
app01-10740	5	2	geometry	geometry	NOUN
app01-10740	5	3	of	of	ADP
app01-10740	5	4	the	the	DET
app01-10740	5	5	analyzed	analyze	VERB
app01-10740	5	6	structure	structure	NOUN
app01-10740	5	7	is	be	AUX
app01-10740	5	8	based	base	VERB
app01-10740	5	9	on	on	ADP
app01-10740	5	10	the	the	DET
app01-10740	5	11	real	real	ADJ
app01-10740	5	12	structure	structure	NOUN
app01-10740	5	13	.	.	PUNCT
app01-10740	6	1	the	the	DET
app01-10740	6	2	parametric	parametric	ADJ
app01-10740	6	3	study	study	NOUN
app01-10740	6	4	solves	solve	VERB
app01-10740	6	5	its	its	PRON
app01-10740	6	6	strengthening	strengthening	NOUN
app01-10740	6	7	by	by	ADP
app01-10740	6	8	considering	consider	VERB
app01-10740	6	9	different	different	ADJ
app01-10740	6	10	support	support	NOUN
app01-10740	6	11	options	option	NOUN
app01-10740	6	12	of	of	ADP
app01-10740	6	13	the	the	DET
app01-10740	6	14	structure	structure	NOUN
app01-10740	6	15	and	and	CCONJ
app01-10740	6	16	its	its	PRON
app01-10740	6	17	degradation	degradation	NOUN
app01-10740	6	18	.	.	PUNCT
app01-10740	7	1	the	the	DET
app01-10740	7	2	design	design	NOUN
app01-10740	7	3	and	and	CCONJ
app01-10740	7	4	assessment	assessment	NOUN
app01-10740	7	5	was	be	AUX
app01-10740	7	6	carried	carry	VERB
app01-10740	7	7	out	out	ADP
app01-10740	7	8	in	in	ADP
app01-10740	7	9	the	the	DET
app01-10740	7	10	form	form	NOUN
app01-10740	7	11	of	of	ADP
app01-10740	7	12	nonlinear	nonlinear	ADJ
app01-10740	7	13	numerical	numerical	ADJ
app01-10740	7	14	analysis	analysis	NOUN
app01-10740	7	15	using	use	VERB
app01-10740	7	16	the	the	DET
app01-10740	7	17	fem	fem	NOUN
app01-10740	7	18	in	in	ADP
app01-10740	7	19	atena	atena	PROPN
app01-10740	7	20	3d	3d	PROPN
app01-10740	7	21	.	.	PUNCT
app01-10740	8	1	keywords	keyword	NOUN
app01-10740	8	2	:	:	PUNCT
app01-10740	8	3	uhpfrc	uhpfrc	NOUN
app01-10740	8	4	,	,	PUNCT
app01-10740	8	5	footbridge	footbridge	NOUN
app01-10740	8	6	,	,	PUNCT
app01-10740	8	7	reinforced	reinforce	VERB
app01-10740	8	8	concrete	concrete	NOUN
app01-10740	8	9	,	,	PUNCT
app01-10740	8	10	strengthening	strengthening	NOUN
app01-10740	8	11	,	,	PUNCT
app01-10740	8	12	degradation	degradation	NOUN
app01-10740	8	13	,	,	PUNCT
app01-10740	8	14	fea	fea	PROPN
app01-10740	8	15	.	.	PROPN
app01-10740	8	16	1	1	X
app01-10740	8	17	.	.	X
app01-10740	8	18	introduction	introduction	NOUN
app01-10740	8	19	the	the	DET
app01-10740	8	20	parametric	parametric	ADJ
app01-10740	8	21	study	study	NOUN
app01-10740	8	22	of	of	ADP
app01-10740	8	23	the	the	DET
app01-10740	8	24	effect	effect	NOUN
app01-10740	8	25	of	of	ADP
app01-10740	8	26	strengthening	strengthen	VERB
app01-10740	8	27	[	[	X
app01-10740	8	28	1–6	1–6	NUM
app01-10740	8	29	]	]	X
app01-10740	8	30	the	the	DET
app01-10740	8	31	reinforced	reinforce	VERB
app01-10740	8	32	concrete	concrete	ADJ
app01-10740	8	33	structure	structure	NOUN
app01-10740	8	34	with	with	ADP
app01-10740	8	35	a	a	DET
app01-10740	8	36	uhpfrc	uhpfrc	NOUN
app01-10740	8	37	[	[	X
app01-10740	8	38	7	7	NUM
app01-10740	8	39	]	]	X
app01-10740	8	40	layer	layer	NOUN
app01-10740	8	41	was	be	AUX
app01-10740	8	42	based	base	VERB
app01-10740	8	43	on	on	ADP
app01-10740	8	44	an	an	DET
app01-10740	8	45	existing	exist	VERB
app01-10740	8	46	reinforced	reinforce	VERB
app01-10740	8	47	concrete	concrete	ADJ
app01-10740	8	48	footbridge	footbridge	NOUN
app01-10740	8	49	.	.	PUNCT
app01-10740	9	1	the	the	DET
app01-10740	9	2	existing	exist	VERB
app01-10740	9	3	footbridge	footbridge	NOUN
app01-10740	9	4	is	be	AUX
app01-10740	9	5	located	locate	VERB
app01-10740	9	6	in	in	ADP
app01-10740	9	7	the	the	DET
app01-10740	9	8	tank	tank	NOUN
app01-10740	9	9	of	of	ADP
app01-10740	9	10	a	a	DET
app01-10740	9	11	chemical	chemical	NOUN
app01-10740	9	12	plant	plant	NOUN
app01-10740	9	13	and	and	CCONJ
app01-10740	9	14	shows	show	VERB
app01-10740	9	15	structural	structural	ADJ
app01-10740	9	16	damage	damage	NOUN
app01-10740	9	17	after	after	ADP
app01-10740	9	18	years	year	NOUN
app01-10740	9	19	of	of	ADP
app01-10740	9	20	operation	operation	NOUN
app01-10740	9	21	.	.	PUNCT
app01-10740	10	1	the	the	DET
app01-10740	10	2	footbridge	footbridge	NOUN
app01-10740	10	3	is	be	AUX
app01-10740	10	4	used	use	VERB
app01-10740	10	5	to	to	PART
app01-10740	10	6	access	access	VERB
app01-10740	10	7	the	the	DET
app01-10740	10	8	platform	platform	NOUN
app01-10740	10	9	,	,	PUNCT
app01-10740	10	10	which	which	PRON
app01-10740	10	11	is	be	AUX
app01-10740	10	12	located	locate	VERB
app01-10740	10	13	in	in	ADP
app01-10740	10	14	the	the	DET
app01-10740	10	15	centre	centre	NOUN
app01-10740	10	16	of	of	ADP
app01-10740	10	17	the	the	DET
app01-10740	10	18	chemical	chemical	NOUN
app01-10740	10	19	tank	tank	NOUN
app01-10740	10	20	on	on	ADP
app01-10740	10	21	4	4	NUM
app01-10740	10	22	circular	circular	ADJ
app01-10740	10	23	columns	column	NOUN
app01-10740	10	24	.	.	PUNCT
app01-10740	11	1	the	the	DET
app01-10740	11	2	footbridge	footbridge	NOUN
app01-10740	11	3	is	be	AUX
app01-10740	11	4	supported	support	VERB
app01-10740	11	5	at	at	ADP
app01-10740	11	6	one	one	NUM
app01-10740	11	7	end	end	NOUN
app01-10740	11	8	by	by	ADP
app01-10740	11	9	a	a	DET
app01-10740	11	10	central	central	ADJ
app01-10740	11	11	platform	platform	NOUN
app01-10740	11	12	and	and	CCONJ
app01-10740	11	13	at	at	ADP
app01-10740	11	14	the	the	DET
app01-10740	11	15	other	other	ADJ
app01-10740	11	16	end	end	NOUN
app01-10740	11	17	by	by	ADP
app01-10740	11	18	the	the	DET
app01-10740	11	19	tank	tank	NOUN
app01-10740	11	20	wall	wall	NOUN
app01-10740	11	21	.	.	PUNCT
app01-10740	12	1	both	both	DET
app01-10740	12	2	supports	support	NOUN
app01-10740	12	3	are	be	AUX
app01-10740	12	4	considered	consider	VERB
app01-10740	12	5	to	to	PART
app01-10740	12	6	be	be	AUX
app01-10740	12	7	fixed	fix	VERB
app01-10740	12	8	.	.	PUNCT
app01-10740	13	1	for	for	ADP
app01-10740	13	2	the	the	DET
app01-10740	13	3	parametric	parametric	ADJ
app01-10740	13	4	study	study	NOUN
app01-10740	13	5	,	,	PUNCT
app01-10740	13	6	two	two	NUM
app01-10740	13	7	other	other	ADJ
app01-10740	13	8	methods	method	NOUN
app01-10740	13	9	of	of	ADP
app01-10740	13	10	supporting	support	VERB
app01-10740	13	11	the	the	DET
app01-10740	13	12	footbridge	footbridge	NOUN
app01-10740	13	13	were	be	AUX
app01-10740	13	14	considered	consider	VERB
app01-10740	13	15	.	.	PUNCT
app01-10740	14	1	the	the	DET
app01-10740	14	2	first	first	ADJ
app01-10740	14	3	considered	consider	VERB
app01-10740	14	4	a	a	DET
app01-10740	14	5	fixed	fix	VERB
app01-10740	14	6	support	support	NOUN
app01-10740	14	7	at	at	ADP
app01-10740	14	8	the	the	DET
app01-10740	14	9	location	location	NOUN
app01-10740	14	10	of	of	ADP
app01-10740	14	11	the	the	DET
app01-10740	14	12	central	central	ADJ
app01-10740	14	13	platform	platform	NOUN
app01-10740	14	14	and	and	CCONJ
app01-10740	14	15	an	an	DET
app01-10740	14	16	hinged	hinge	VERB
app01-10740	14	17	support	support	NOUN
app01-10740	14	18	at	at	ADP
app01-10740	14	19	the	the	DET
app01-10740	14	20	tank	tank	NOUN
app01-10740	14	21	wall	wall	NOUN
app01-10740	14	22	.	.	PUNCT
app01-10740	15	1	the	the	DET
app01-10740	15	2	second	second	ADJ
app01-10740	15	3	method	method	NOUN
app01-10740	15	4	of	of	ADP
app01-10740	15	5	support	support	NOUN
app01-10740	15	6	considered	consider	VERB
app01-10740	15	7	a	a	DET
app01-10740	15	8	hinge	hinge	NOUN
app01-10740	15	9	at	at	ADP
app01-10740	15	10	each	each	DET
app01-10740	15	11	end	end	NOUN
app01-10740	15	12	of	of	ADP
app01-10740	15	13	the	the	DET
app01-10740	15	14	footbridge	footbridge	NOUN
app01-10740	15	15	.	.	PUNCT
app01-10740	16	1	the	the	DET
app01-10740	16	2	structure	structure	NOUN
app01-10740	16	3	is	be	AUX
app01-10740	16	4	symmetrical	symmetrical	ADJ
app01-10740	16	5	,	,	PUNCT
app01-10740	16	6	see	see	VERB
app01-10740	16	7	figure	figure	NOUN
app01-10740	16	8	1	1	NUM
app01-10740	16	9	.	.	PUNCT
app01-10740	17	1	the	the	DET
app01-10740	17	2	parametric	parametric	ADJ
app01-10740	17	3	study	study	NOUN
app01-10740	17	4	was	be	AUX
app01-10740	17	5	focused	focus	VERB
app01-10740	17	6	on	on	ADP
app01-10740	17	7	the	the	DET
app01-10740	17	8	evaluation	evaluation	NOUN
app01-10740	17	9	of	of	ADP
app01-10740	17	10	the	the	DET
app01-10740	17	11	influence	influence	NOUN
app01-10740	17	12	of	of	ADP
app01-10740	17	13	the	the	DET
app01-10740	17	14	50	50	NUM
app01-10740	17	15	mm	mm	NOUN
app01-10740	17	16	thick	thick	ADJ
app01-10740	17	17	reinforced	reinforce	VERB
app01-10740	17	18	uhpfrc	uhpfrc	NOUN
app01-10740	17	19	layer	layer	NOUN
app01-10740	17	20	on	on	ADP
app01-10740	17	21	the	the	DET
app01-10740	17	22	upper	upper	ADJ
app01-10740	17	23	surface	surface	NOUN
app01-10740	17	24	of	of	ADP
app01-10740	17	25	the	the	DET
app01-10740	17	26	reinforced	reinforce	VERB
app01-10740	17	27	concrete	concrete	ADJ
app01-10740	17	28	structure	structure	NOUN
app01-10740	17	29	.	.	PUNCT
app01-10740	18	1	the	the	DET
app01-10740	18	2	load	load	NOUN
app01-10740	18	3	bearing	bear	VERB
app01-10740	18	4	capacity	capacity	NOUN
app01-10740	18	5	as	as	ADP
app01-10740	18	6	a	a	DET
app01-10740	18	7	function	function	NOUN
app01-10740	18	8	of	of	ADP
app01-10740	18	9	the	the	DET
app01-10740	18	10	degradation	degradation	NOUN
app01-10740	18	11	of	of	ADP
app01-10740	18	12	the	the	DET
app01-10740	18	13	original	original	ADJ
app01-10740	18	14	structure	structure	NOUN
app01-10740	18	15	and	and	CCONJ
app01-10740	18	16	the	the	DET
app01-10740	18	17	boundary	boundary	ADJ
app01-10740	18	18	support	support	NOUN
app01-10740	18	19	conditions	condition	NOUN
app01-10740	18	20	was	be	AUX
app01-10740	18	21	investigated	investigate	VERB
app01-10740	18	22	.	.	PUNCT
app01-10740	19	1	the	the	DET
app01-10740	19	2	load	load	NOUN
app01-10740	19	3	bearing	bear	VERB
app01-10740	19	4	capacity	capacity	NOUN
app01-10740	19	5	of	of	ADP
app01-10740	19	6	the	the	DET
app01-10740	19	7	strengthened	strengthen	VERB
app01-10740	19	8	structure	structure	NOUN
app01-10740	19	9	was	be	AUX
app01-10740	19	10	compared	compare	VERB
app01-10740	19	11	with	with	ADP
app01-10740	19	12	the	the	DET
app01-10740	19	13	load	load	NOUN
app01-10740	19	14	bearing	bear	VERB
app01-10740	19	15	capacity	capacity	NOUN
app01-10740	19	16	of	of	ADP
app01-10740	19	17	reinforced	reinforce	VERB
app01-10740	19	18	concrete	concrete	ADJ
app01-10740	19	19	structure	structure	NOUN
app01-10740	19	20	without	without	ADP
app01-10740	19	21	degradation	degradation	NOUN
app01-10740	19	22	.	.	PUNCT
app01-10740	20	1	the	the	DET
app01-10740	20	2	study	study	NOUN
app01-10740	20	3	was	be	AUX
app01-10740	20	4	carried	carry	VERB
app01-10740	20	5	out	out	ADP
app01-10740	20	6	using	use	VERB
app01-10740	20	7	nonlinear	nonlinear	ADJ
app01-10740	20	8	fea	fea	NOUN
app01-10740	21	1	[	[	X
app01-10740	21	2	8–10	8–10	NOUN
app01-10740	21	3	]	]	PUNCT
app01-10740	21	4	in	in	ADP
app01-10740	21	5	atena	atena	PROPN
app01-10740	21	6	3d	3d	PROPN
app01-10740	21	7	software	software	NOUN
app01-10740	21	8	.	.	PUNCT
app01-10740	22	1	the	the	DET
app01-10740	22	2	footbridge	footbridge	NOUN
app01-10740	22	3	has	have	VERB
app01-10740	22	4	a	a	DET
app01-10740	22	5	length	length	NOUN
app01-10740	22	6	of	of	ADP
app01-10740	22	7	8.28	8.28	NUM
app01-10740	22	8	m	m	NOUN
app01-10740	22	9	and	and	CCONJ
app01-10740	22	10	a	a	DET
app01-10740	22	11	rectangular	rectangular	ADJ
app01-10740	22	12	cross	cross	NOUN
app01-10740	22	13	-	-	NOUN
app01-10740	22	14	section	section	NOUN
app01-10740	22	15	with	with	ADP
app01-10740	22	16	a	a	DET
app01-10740	22	17	width	width	NOUN
app01-10740	22	18	of	of	ADP
app01-10740	22	19	1.2	1.2	NUM
app01-10740	22	20	m	m	NOUN
app01-10740	22	21	and	and	CCONJ
app01-10740	22	22	a	a	DET
app01-10740	22	23	height	height	NOUN
app01-10740	22	24	of	of	ADP
app01-10740	22	25	0.6	0.6	NUM
app01-10740	22	26	m.	m.	NOUN
app01-10740	22	27	one	one	NUM
app01-10740	22	28	end	end	NOUN
app01-10740	22	29	of	of	ADP
app01-10740	22	30	the	the	DET
app01-10740	22	31	footbridge	footbridge	NOUN
app01-10740	22	32	is	be	AUX
app01-10740	22	33	embedded	embed	VERB
app01-10740	22	34	in	in	ADP
app01-10740	22	35	a	a	DET
app01-10740	22	36	central	central	ADJ
app01-10740	22	37	reinforced	reinforce	VERB
app01-10740	22	38	concrete	concrete	ADJ
app01-10740	22	39	platform	platform	NOUN
app01-10740	22	40	.	.	PUNCT
app01-10740	23	1	the	the	DET
app01-10740	23	2	footbridge	footbridge	NOUN
app01-10740	23	3	is	be	AUX
app01-10740	23	4	reinforced	reinforce	VERB
app01-10740	23	5	at	at	ADP
app01-10740	23	6	both	both	DET
app01-10740	23	7	surfaces	surface	NOUN
app01-10740	23	8	with	with	ADP
app01-10740	23	9	6	6	NUM
app01-10740	23	10	�	�	SYM
app01-10740	23	11	22	22	NUM
app01-10740	23	12	mm	mm	PROPN
app01-10740	23	13	bars	bar	NOUN
app01-10740	23	14	,	,	PUNCT
app01-10740	23	15	which	which	PRON
app01-10740	23	16	are	be	AUX
app01-10740	23	17	supplemented	supplement	VERB
app01-10740	23	18	by	by	ADP
app01-10740	23	19	�	�	PROPN
app01-10740	23	20	8	8	NUM
app01-10740	23	21	mm	mm	NOUN
app01-10740	23	22	stirrups	stirrup	NOUN
app01-10740	23	23	at	at	ADP
app01-10740	23	24	a	a	DET
app01-10740	23	25	distance	distance	NOUN
app01-10740	23	26	of	of	ADP
app01-10740	23	27	400	400	NUM
app01-10740	23	28	mm	mm	NOUN
app01-10740	23	29	.	.	PUNCT
app01-10740	24	1	there	there	PRON
app01-10740	24	2	is	be	VERB
app01-10740	24	3	a	a	DET
app01-10740	24	4	50	50	NUM
app01-10740	24	5	mm	mm	NOUN
app01-10740	24	6	layer	layer	NOUN
app01-10740	24	7	of	of	ADP
app01-10740	24	8	concrete	concrete	NOUN
app01-10740	24	9	on	on	ADP
app01-10740	24	10	the	the	DET
app01-10740	24	11	footbridge	footbridge	NOUN
app01-10740	24	12	,	,	PUNCT
app01-10740	24	13	which	which	PRON
app01-10740	24	14	serves	serve	VERB
app01-10740	24	15	as	as	ADP
app01-10740	24	16	a	a	DET
app01-10740	24	17	footing	footing	NOUN
app01-10740	24	18	and	and	CCONJ
app01-10740	24	19	protective	protective	ADJ
app01-10740	24	20	layer	layer	NOUN
app01-10740	24	21	for	for	ADP
app01-10740	24	22	the	the	DET
app01-10740	24	23	structure	structure	NOUN
app01-10740	24	24	.	.	PUNCT
app01-10740	25	1	this	this	DET
app01-10740	25	2	layer	layer	NOUN
app01-10740	25	3	will	will	AUX
app01-10740	25	4	be	be	AUX
app01-10740	25	5	replaced	replace	VERB
app01-10740	25	6	figure	figure	NOUN
app01-10740	25	7	1	1	NUM
app01-10740	25	8	.	.	PUNCT
app01-10740	25	9	longitudinal	longitudinal	ADJ
app01-10740	25	10	sections	section	NOUN
app01-10740	25	11	and	and	CCONJ
app01-10740	25	12	structural	structural	ADJ
app01-10740	25	13	diagrams	diagram	NOUN
app01-10740	25	14	of	of	ADP
app01-10740	25	15	the	the	DET
app01-10740	25	16	considered	consider	VERB
app01-10740	25	17	structural	structural	ADJ
app01-10740	25	18	variants	variant	NOUN
app01-10740	25	19	of	of	ADP
app01-10740	25	20	the	the	DET
app01-10740	25	21	footbridge	footbridge	NOUN
app01-10740	25	22	.	.	PUNCT
app01-10740	26	1	by	by	ADP
app01-10740	26	2	a	a	DET
app01-10740	26	3	uhpfrc	uhpfrc	ADJ
app01-10740	26	4	layer	layer	NOUN
app01-10740	26	5	to	to	PART
app01-10740	26	6	strengthen	strengthen	VERB
app01-10740	26	7	the	the	DET
app01-10740	26	8	structure	structure	NOUN
app01-10740	26	9	.	.	PUNCT
app01-10740	27	1	the	the	DET
app01-10740	27	2	footbridge	footbridge	NOUN
app01-10740	27	3	is	be	AUX
app01-10740	27	4	made	make	VERB
app01-10740	27	5	of	of	ADP
app01-10740	27	6	c16/20	c16/20	PROPN
app01-10740	27	7	class	class	NOUN
app01-10740	27	8	concrete	concrete	NOUN
app01-10740	27	9	and	and	CCONJ
app01-10740	27	10	the	the	DET
app01-10740	27	11	reinforcing	reinforce	VERB
app01-10740	27	12	bars	bar	NOUN
app01-10740	27	13	are	be	AUX
app01-10740	27	14	made	make	VERB
app01-10740	27	15	of	of	ADP
app01-10740	27	16	10	10	NUM
app01-10740	27	17	216	216	NUM
app01-10740	27	18	(	(	PUNCT
app01-10740	27	19	e	e	NOUN
app01-10740	27	20	)	)	PUNCT
app01-10740	27	21	class	class	NOUN
app01-10740	27	22	steel	steel	NOUN
app01-10740	27	23	.	.	PUNCT
app01-10740	28	1	the	the	DET
app01-10740	28	2	design	design	NOUN
app01-10740	28	3	of	of	ADP
app01-10740	28	4	the	the	DET
app01-10740	28	5	footbridge	footbridge	NOUN
app01-10740	28	6	and	and	CCONJ
app01-10740	28	7	its	its	PRON
app01-10740	28	8	reinforcement	reinforcement	NOUN
app01-10740	28	9	is	be	AUX
app01-10740	28	10	shown	show	VERB
app01-10740	28	11	in	in	ADP
app01-10740	28	12	figure	figure	NOUN
app01-10740	28	13	1	1	NUM
app01-10740	28	14	.	.	PUNCT
app01-10740	29	1	the	the	DET
app01-10740	29	2	degradation	degradation	NOUN
app01-10740	29	3	of	of	ADP
app01-10740	29	4	the	the	DET
app01-10740	29	5	reinforced	reinforce	VERB
app01-10740	29	6	concrete	concrete	ADJ
app01-10740	29	7	structure	structure	NOUN
app01-10740	29	8	includes	include	VERB
app01-10740	29	9	a	a	DET
app01-10740	29	10	reduction	reduction	NOUN
app01-10740	29	11	of	of	ADP
app01-10740	29	12	the	the	DET
app01-10740	29	13	modulus	modulus	NOUN
app01-10740	29	14	of	of	ADP
app01-10740	29	15	elasticity	elasticity	NOUN
app01-10740	29	16	and	and	CCONJ
app01-10740	29	17	strength	strength	NOUN
app01-10740	29	18	characteristics	characteristic	NOUN
app01-10740	29	19	of	of	ADP
app01-10740	29	20	the	the	DET
app01-10740	29	21	concrete	concrete	NOUN
app01-10740	29	22	as	as	ADV
app01-10740	29	23	well	well	ADV
app01-10740	29	24	as	as	ADP
app01-10740	29	25	15	15	NUM
app01-10740	29	26	%	%	NOUN
app01-10740	29	27	reduction	reduction	NOUN
app01-10740	29	28	of	of	ADP
app01-10740	29	29	the	the	DET
app01-10740	29	30	reinforcement	reinforcement	NOUN
app01-10740	29	31	cross	cross	ADJ
app01-10740	29	32	-	-	ADJ
app01-10740	29	33	sectional	sectional	ADJ
app01-10740	29	34	area	area	NOUN
app01-10740	29	35	due	due	ADP
app01-10740	29	36	to	to	ADP
app01-10740	29	37	corrosion	corrosion	NOUN
app01-10740	29	38	.	.	PUNCT
app01-10740	30	1	the	the	DET
app01-10740	30	2	new	new	ADJ
app01-10740	30	3	layer	layer	NOUN
app01-10740	30	4	made	make	VERB
app01-10740	30	5	of	of	ADP
app01-10740	30	6	uhpfrc	uhpfrc	NOUN
app01-10740	30	7	class	class	NOUN
app01-10740	30	8	c120	c120	PROPN
app01-10740	30	9	fr6	fr6	NOUN
app01-10740	30	10	with	with	ADP
app01-10740	30	11	2	2	NUM
app01-10740	30	12	%	%	NOUN
app01-10740	30	13	steel	steel	NOUN
app01-10740	30	14	fibre	fibre	NOUN
app01-10740	30	15	content	content	NOUN
app01-10740	30	16	is	be	AUX
app01-10740	30	17	then	then	ADV
app01-10740	30	18	reinforced	reinforce	VERB
app01-10740	30	19	with	with	ADP
app01-10740	30	20	a	a	DET
app01-10740	30	21	welded	weld	VERB
app01-10740	30	22	150/150	150/150	NUM
app01-10740	30	23	mesh	mesh	NOUN
app01-10740	30	24	made	make	VERB
app01-10740	30	25	of	of	ADP
app01-10740	30	26	�	�	NOUN
app01-10740	30	27	6	6	NUM
app01-10740	30	28	mm	mm	NOUN
app01-10740	30	29	bars	bar	NOUN
app01-10740	30	30	in	in	ADP
app01-10740	30	31	the	the	DET
app01-10740	30	32	axis	axis	NOUN
app01-10740	30	33	of	of	ADP
app01-10740	30	34	the	the	DET
app01-10740	30	35	slab	slab	NOUN
app01-10740	30	36	with	with	ADP
app01-10740	30	37	a	a	DET
app01-10740	30	38	thickness	thickness	NOUN
app01-10740	30	39	of	of	ADP
app01-10740	30	40	50	50	NUM
app01-10740	30	41	mm	mm	NOUN
app01-10740	30	42	.	.	PUNCT
app01-10740	31	1	the	the	DET
app01-10740	31	2	coupling	coupling	NOUN
app01-10740	31	3	to	to	ADP
app01-10740	31	4	the	the	DET
app01-10740	31	5	footbridge	footbridge	NOUN
app01-10740	31	6	slab	slab	NOUN
app01-10740	31	7	is	be	AUX
app01-10740	31	8	carried	carry	VERB
app01-10740	31	9	out	out	ADP
app01-10740	31	10	by	by	ADP
app01-10740	31	11	the	the	DET
app01-10740	31	12	use	use	NOUN
app01-10740	31	13	of	of	ADP
app01-10740	31	14	42	42	NUM
app01-10740	31	15	https://doi.org/10.14311/app.2025.53.0042	https://doi.org/10.14311/app.2025.53.0042	PROPN
app01-10740	31	16	https://creativecommons.org/licenses/by/4.0/	https://creativecommons.org/licenses/by/4.0/	PROPN
app01-10740	31	17	https://www.cvut.cz/en	https://www.cvut.cz/en	PROPN
app01-10740	31	18	vol	vol	NOUN
app01-10740	31	19	.	.	PUNCT
app01-10740	32	1	53/2025	53/2025	NUM
app01-10740	32	2	parametric	parametric	ADJ
app01-10740	32	3	study	study	NOUN
app01-10740	32	4	of	of	ADP
app01-10740	32	5	a	a	DET
app01-10740	32	6	reinforced	reinforce	VERB
app01-10740	32	7	concrete	concrete	ADJ
app01-10740	32	8	footbridge	footbridge	NOUN
app01-10740	32	9	strengthened	strengthen	VERB
app01-10740	32	10	by	by	ADP
app01-10740	32	11	a	a	DET
app01-10740	32	12	layer	layer	NOUN
app01-10740	32	13	of	of	ADP
app01-10740	32	14	uhpfrc	uhpfrc	NOUN
app01-10740	32	15	material	material	NOUN
app01-10740	32	16	e	e	NOUN
app01-10740	32	17	ν	ν	X
app01-10740	32	18	fc	fc	PROPN
app01-10740	32	19	ft	ft	PROPN
app01-10740	32	20	ρ	ρ	PROPN
app01-10740	33	1	[	[	X
app01-10740	33	2	gpa	gpa	X
app01-10740	33	3	]	]	X
app01-10740	34	1	[	[	X
app01-10740	34	2	-	-	X
app01-10740	34	3	]	]	X
app01-10740	34	4	[	[	X
app01-10740	34	5	mpa	mpa	X
app01-10740	34	6	]	]	X
app01-10740	35	1	[	[	X
app01-10740	35	2	mpa	mpa	X
app01-10740	35	3	]	]	X
app01-10740	36	1	[	[	X
app01-10740	36	2	kg	kg	X
app01-10740	36	3	m−3	m−3	NOUN
app01-10740	36	4	]	]	PUNCT
app01-10740	36	5	c16/20	c16/20	PROPN
app01-10740	36	6	mean	mean	VERB
app01-10740	36	7	29	29	NUM
app01-10740	36	8	0.2	0.2	NUM
app01-10740	36	9	24	24	NUM
app01-10740	36	10	1.9	1.9	NUM
app01-10740	36	11	2	2	NUM
app01-10740	36	12	300	300	NUM
app01-10740	36	13	c16/20	c16/20	PROPN
app01-10740	36	14	degraded	degrade	VERB
app01-10740	36	15	18	18	NUM
app01-10740	36	16	0.2	0.2	NUM
app01-10740	36	17	12	12	NUM
app01-10740	36	18	1	1	NUM
app01-10740	36	19	2	2	NUM
app01-10740	36	20	300	300	NUM
app01-10740	36	21	c120	c120	PROPN
app01-10740	36	22	fr6	fr6	NOUN
app01-10740	36	23	40	40	NUM
app01-10740	36	24	0.2	0.2	NUM
app01-10740	36	25	132	132	NUM
app01-10740	36	26	6.0	6.0	NUM
app01-10740	36	27	2	2	NUM
app01-10740	36	28	600	600	NUM
app01-10740	36	29	table	table	NOUN
app01-10740	36	30	1	1	NUM
app01-10740	36	31	.	.	PUNCT
app01-10740	36	32	material	material	NOUN
app01-10740	36	33	characteristics	characteristic	NOUN
app01-10740	36	34	for	for	ADP
app01-10740	36	35	concrete	concrete	ADJ
app01-10740	36	36	and	and	CCONJ
app01-10740	36	37	uhpfrc	uhpfrc	NOUN
app01-10740	36	38	.	.	PUNCT
app01-10740	37	1	material	material	NOUN
app01-10740	37	2	e	e	PROPN
app01-10740	37	3	fy	fy	PROPN
app01-10740	37	4	fu	fu	PROPN
app01-10740	37	5	ϵlim	ϵlim	PROPN
app01-10740	37	6	ρ	ρ	PROPN
app01-10740	38	1	[	[	X
app01-10740	38	2	gpa	gpa	X
app01-10740	38	3	]	]	X
app01-10740	39	1	[	[	X
app01-10740	39	2	mpa	mpa	X
app01-10740	39	3	]	]	X
app01-10740	40	1	[	[	X
app01-10740	40	2	mpa	mpa	X
app01-10740	40	3	]	]	X
app01-10740	41	1	[	[	X
app01-10740	41	2	-	-	X
app01-10740	41	3	]	]	X
app01-10740	41	4	[	[	X
app01-10740	41	5	kg	kg	X
app01-10740	41	6	m−3	m−3	NOUN
app01-10740	41	7	]	]	X
app01-10740	41	8	b500	b500	PROPN
app01-10740	41	9	200	200	NUM
app01-10740	41	10	500	500	NUM
app01-10740	41	11	578	578	NUM
app01-10740	41	12	0.05	0.05	NUM
app01-10740	41	13	7	7	NUM
app01-10740	41	14	850	850	NUM
app01-10740	41	15	10216	10216	NUM
app01-10740	41	16	(	(	PUNCT
app01-10740	41	17	e	e	NOUN
app01-10740	41	18	)	)	PUNCT
app01-10740	41	19	200	200	NUM
app01-10740	41	20	210	210	NUM
app01-10740	41	21	500	500	NUM
app01-10740	41	22	0.25	0.25	NUM
app01-10740	41	23	7	7	NUM
app01-10740	41	24	850	850	NUM
app01-10740	41	25	table	table	NOUN
app01-10740	41	26	2	2	NUM
app01-10740	41	27	.	.	PUNCT
app01-10740	41	28	material	material	NOUN
app01-10740	41	29	characteristics	characteristic	NOUN
app01-10740	41	30	for	for	ADP
app01-10740	41	31	concrete	concrete	ADJ
app01-10740	41	32	and	and	CCONJ
app01-10740	41	33	uhpfrc	uhpfrc	NOUN
app01-10740	41	34	.	.	PUNCT
app01-10740	42	1	�	�	NOUN
app01-10740	42	2	8	8	NUM
app01-10740	42	3	mm	mm	NOUN
app01-10740	42	4	coupling	couple	VERB
app01-10740	42	5	studs	stud	NOUN
app01-10740	42	6	in	in	ADP
app01-10740	42	7	the	the	DET
app01-10740	42	8	number	number	NOUN
app01-10740	42	9	of	of	ADP
app01-10740	42	10	8	8	NUM
app01-10740	42	11	pcs	pc	NOUN
app01-10740	42	12	m−2	m−2	ADJ
app01-10740	42	13	and	and	CCONJ
app01-10740	42	14	alternatively	alternatively	ADV
app01-10740	42	15	with	with	ADP
app01-10740	42	16	shear	shear	NOUN
app01-10740	42	17	notches	notch	NOUN
app01-10740	42	18	.	.	PUNCT
app01-10740	43	1	2	2	X
app01-10740	43	2	.	.	X
app01-10740	43	3	specifications	specification	NOUN
app01-10740	43	4	of	of	ADP
app01-10740	43	5	the	the	DET
app01-10740	43	6	parametric	parametric	ADJ
app01-10740	43	7	study	study	NOUN
app01-10740	43	8	the	the	DET
app01-10740	43	9	basic	basic	ADJ
app01-10740	43	10	division	division	NOUN
app01-10740	43	11	of	of	ADP
app01-10740	43	12	the	the	DET
app01-10740	43	13	study	study	NOUN
app01-10740	43	14	is	be	AUX
app01-10740	43	15	into	into	ADP
app01-10740	43	16	three	three	NUM
app01-10740	43	17	groups	group	NOUN
app01-10740	43	18	based	base	VERB
app01-10740	43	19	on	on	ADP
app01-10740	43	20	the	the	DET
app01-10740	43	21	boundary	boundary	ADJ
app01-10740	43	22	conditions	condition	NOUN
app01-10740	43	23	of	of	ADP
app01-10740	43	24	the	the	DET
app01-10740	43	25	footbridge	footbridge	NOUN
app01-10740	43	26	support	support	NOUN
app01-10740	43	27	.	.	PUNCT
app01-10740	44	1	the	the	DET
app01-10740	44	2	first	first	ADJ
app01-10740	44	3	group	group	NOUN
app01-10740	44	4	consists	consist	VERB
app01-10740	44	5	of	of	ADP
app01-10740	44	6	the	the	DET
app01-10740	44	7	footbridge	footbridge	NOUN
app01-10740	44	8	fixed	fix	VERB
app01-10740	44	9	at	at	ADP
app01-10740	44	10	both	both	DET
app01-10740	44	11	ends	end	VERB
app01-10740	44	12	,	,	PUNCT
app01-10740	44	13	the	the	DET
app01-10740	44	14	second	second	ADJ
app01-10740	44	15	group	group	NOUN
app01-10740	44	16	consists	consist	VERB
app01-10740	44	17	of	of	ADP
app01-10740	44	18	the	the	DET
app01-10740	44	19	footbridge	footbridge	NOUN
app01-10740	44	20	hinged	hinge	VERB
app01-10740	44	21	at	at	ADP
app01-10740	44	22	one	one	NUM
app01-10740	44	23	end	end	NOUN
app01-10740	44	24	and	and	CCONJ
app01-10740	44	25	fixed	fix	VERB
app01-10740	44	26	at	at	ADP
app01-10740	44	27	the	the	DET
app01-10740	44	28	other	other	ADJ
app01-10740	44	29	.	.	PUNCT
app01-10740	45	1	the	the	DET
app01-10740	45	2	last	last	ADJ
app01-10740	45	3	group	group	NOUN
app01-10740	45	4	consists	consist	VERB
app01-10740	45	5	of	of	ADP
app01-10740	45	6	a	a	DET
app01-10740	45	7	footbridge	footbridge	NOUN
app01-10740	45	8	with	with	ADP
app01-10740	45	9	hinges	hinge	NOUN
app01-10740	45	10	at	at	ADP
app01-10740	45	11	both	both	DET
app01-10740	45	12	ends	end	NOUN
app01-10740	45	13	.	.	PUNCT
app01-10740	46	1	for	for	ADP
app01-10740	46	2	each	each	DET
app01-10740	46	3	support	support	NOUN
app01-10740	46	4	option	option	NOUN
app01-10740	46	5	,	,	PUNCT
app01-10740	46	6	several	several	ADJ
app01-10740	46	7	design	design	NOUN
app01-10740	46	8	settings	setting	NOUN
app01-10740	46	9	are	be	AUX
app01-10740	46	10	analysed	analyse	VERB
app01-10740	46	11	.	.	PUNCT
app01-10740	47	1	the	the	DET
app01-10740	47	2	load	load	NOUN
app01-10740	47	3	bearing	bear	VERB
app01-10740	47	4	capacity	capacity	NOUN
app01-10740	47	5	of	of	ADP
app01-10740	47	6	the	the	DET
app01-10740	47	7	structure	structure	NOUN
app01-10740	47	8	in	in	ADP
app01-10740	47	9	the	the	DET
app01-10740	47	10	ideal	ideal	ADJ
app01-10740	47	11	state	state	NOUN
app01-10740	47	12	without	without	ADP
app01-10740	47	13	strengthening	strengthen	VERB
app01-10740	47	14	is	be	AUX
app01-10740	47	15	verified	verify	VERB
app01-10740	47	16	as	as	ADP
app01-10740	47	17	a	a	DET
app01-10740	47	18	reference	reference	NOUN
app01-10740	47	19	state	state	NOUN
app01-10740	47	20	.	.	PUNCT
app01-10740	48	1	the	the	DET
app01-10740	48	2	ideal	ideal	ADJ
app01-10740	48	3	condition	condition	NOUN
app01-10740	48	4	represents	represent	VERB
app01-10740	48	5	a	a	DET
app01-10740	48	6	structure	structure	NOUN
app01-10740	48	7	without	without	ADP
app01-10740	48	8	concrete	concrete	ADJ
app01-10740	48	9	degradation	degradation	NOUN
app01-10740	48	10	and	and	CCONJ
app01-10740	48	11	without	without	ADP
app01-10740	48	12	reinforcement	reinforcement	NOUN
app01-10740	48	13	corrosion	corrosion	NOUN
app01-10740	48	14	.	.	PUNCT
app01-10740	49	1	furthermore	furthermore	ADV
app01-10740	49	2	,	,	PUNCT
app01-10740	49	3	the	the	DET
app01-10740	49	4	load	load	NOUN
app01-10740	49	5	bearing	bear	VERB
app01-10740	49	6	capacity	capacity	NOUN
app01-10740	49	7	of	of	ADP
app01-10740	49	8	the	the	DET
app01-10740	49	9	variously	variously	ADV
app01-10740	49	10	degraded	degraded	ADJ
app01-10740	49	11	structure	structure	NOUN
app01-10740	49	12	without	without	ADP
app01-10740	49	13	and	and	CCONJ
app01-10740	49	14	with	with	ADP
app01-10740	49	15	strengthening	strengthening	NOUN
app01-10740	49	16	is	be	AUX
app01-10740	49	17	verified	verify	VERB
app01-10740	49	18	.	.	PUNCT
app01-10740	50	1	the	the	DET
app01-10740	50	2	degradation	degradation	NOUN
app01-10740	50	3	of	of	ADP
app01-10740	50	4	the	the	DET
app01-10740	50	5	reinforced	reinforce	VERB
app01-10740	50	6	concrete	concrete	ADJ
app01-10740	50	7	footbridge	footbridge	NOUN
app01-10740	50	8	always	always	ADV
app01-10740	50	9	consists	consist	VERB
app01-10740	50	10	of	of	ADP
app01-10740	50	11	a	a	DET
app01-10740	50	12	reduction	reduction	NOUN
app01-10740	50	13	in	in	ADP
app01-10740	50	14	the	the	DET
app01-10740	50	15	material	material	NOUN
app01-10740	50	16	properties	property	NOUN
app01-10740	50	17	of	of	ADP
app01-10740	50	18	the	the	DET
app01-10740	50	19	concrete	concrete	ADJ
app01-10740	50	20	(	(	PUNCT
app01-10740	50	21	modulus	modulus	NOUN
app01-10740	50	22	of	of	ADP
app01-10740	50	23	elasticity	elasticity	NOUN
app01-10740	50	24	,	,	PUNCT
app01-10740	50	25	tensile	tensile	NOUN
app01-10740	50	26	strength	strength	NOUN
app01-10740	50	27	and	and	CCONJ
app01-10740	50	28	compressive	compressive	ADJ
app01-10740	50	29	strength	strength	NOUN
app01-10740	50	30	)	)	PUNCT
app01-10740	50	31	,	,	PUNCT
app01-10740	50	32	which	which	PRON
app01-10740	50	33	is	be	AUX
app01-10740	50	34	combined	combine	VERB
app01-10740	50	35	with	with	ADP
app01-10740	50	36	a	a	DET
app01-10740	50	37	15	15	NUM
app01-10740	50	38	%	%	NOUN
app01-10740	50	39	reduction	reduction	NOUN
app01-10740	50	40	of	of	ADP
app01-10740	50	41	the	the	DET
app01-10740	50	42	reinforcement	reinforcement	NOUN
app01-10740	50	43	cross	cross	ADJ
app01-10740	50	44	-	-	ADJ
app01-10740	50	45	sectional	sectional	ADJ
app01-10740	50	46	area	area	NOUN
app01-10740	50	47	,	,	PUNCT
app01-10740	50	48	which	which	PRON
app01-10740	50	49	represent	represent	VERB
app01-10740	50	50	reduction	reduction	NOUN
app01-10740	50	51	due	due	ADP
app01-10740	50	52	to	to	ADP
app01-10740	50	53	corrosion	corrosion	NOUN
app01-10740	50	54	.	.	PUNCT
app01-10740	51	1	variants	variant	NOUN
app01-10740	51	2	considering	consider	VERB
app01-10740	51	3	a	a	DET
app01-10740	51	4	degraded	degraded	ADJ
app01-10740	51	5	structure	structure	NOUN
app01-10740	51	6	are	be	AUX
app01-10740	51	7	subsequently	subsequently	ADV
app01-10740	51	8	strengthened	strengthen	VERB
app01-10740	51	9	with	with	ADP
app01-10740	51	10	a	a	DET
app01-10740	51	11	layer	layer	NOUN
app01-10740	51	12	of	of	ADP
app01-10740	51	13	uhpfrc	uhpfrc	NOUN
app01-10740	51	14	of	of	ADP
app01-10740	51	15	thickness	thickness	NOUN
app01-10740	51	16	50	50	NUM
app01-10740	51	17	mm	mm	NOUN
app01-10740	51	18	,	,	PUNCT
app01-10740	51	19	which	which	PRON
app01-10740	51	20	replaces	replace	VERB
app01-10740	51	21	the	the	DET
app01-10740	51	22	original	original	ADJ
app01-10740	51	23	concrete	concrete	ADJ
app01-10740	51	24	layer	layer	NOUN
app01-10740	51	25	covering	cover	VERB
app01-10740	51	26	the	the	DET
app01-10740	51	27	footbridge	footbridge	NOUN
app01-10740	51	28	surface	surface	NOUN
app01-10740	51	29	.	.	PUNCT
app01-10740	52	1	the	the	DET
app01-10740	52	2	uhpfrc	uhpfrc	ADJ
app01-10740	52	3	layer	layer	NOUN
app01-10740	52	4	is	be	AUX
app01-10740	52	5	considered	consider	VERB
app01-10740	52	6	with	with	ADP
app01-10740	52	7	or	or	CCONJ
app01-10740	52	8	without	without	ADP
app01-10740	52	9	full	full	ADJ
app01-10740	52	10	shrinkage	shrinkage	NOUN
app01-10740	52	11	.	.	PUNCT
app01-10740	53	1	full	full	ADJ
app01-10740	53	2	shrinkage	shrinkage	NOUN
app01-10740	53	3	is	be	AUX
app01-10740	53	4	an	an	DET
app01-10740	53	5	option	option	NOUN
app01-10740	53	6	for	for	ADP
app01-10740	53	7	monolithic	monolithic	ADJ
app01-10740	53	8	construction	construction	NOUN
app01-10740	53	9	,	,	PUNCT
app01-10740	53	10	construction	construction	NOUN
app01-10740	53	11	without	without	ADP
app01-10740	53	12	shrinkage	shrinkage	NOUN
app01-10740	53	13	is	be	AUX
app01-10740	53	14	an	an	DET
app01-10740	53	15	option	option	NOUN
app01-10740	53	16	for	for	ADP
app01-10740	53	17	possible	possible	ADJ
app01-10740	53	18	prefabrication	prefabrication	NOUN
app01-10740	53	19	.	.	PUNCT
app01-10740	54	1	its	its	PRON
app01-10740	54	2	coupling	coupling	NOUN
app01-10740	54	3	to	to	ADP
app01-10740	54	4	the	the	DET
app01-10740	54	5	reinforced	reinforce	VERB
app01-10740	54	6	concrete	concrete	ADJ
app01-10740	54	7	footbridge	footbridge	NOUN
app01-10740	54	8	is	be	AUX
app01-10740	54	9	created	create	VERB
app01-10740	54	10	by	by	ADP
app01-10740	54	11	using	use	VERB
app01-10740	54	12	coupling	couple	VERB
app01-10740	54	13	studs	stud	NOUN
app01-10740	54	14	and	and	CCONJ
app01-10740	54	15	,	,	PUNCT
app01-10740	54	16	alternatively	alternatively	ADV
app01-10740	54	17	,	,	PUNCT
app01-10740	54	18	in	in	ADP
app01-10740	54	19	combination	combination	NOUN
app01-10740	54	20	with	with	ADP
app01-10740	54	21	shear	shear	NOUN
app01-10740	54	22	notches	notch	NOUN
app01-10740	54	23	.	.	PUNCT
app01-10740	55	1	thus	thus	ADV
app01-10740	55	2	,	,	PUNCT
app01-10740	55	3	5	5	NUM
app01-10740	55	4	analyses	analysis	NOUN
app01-10740	55	5	are	be	AUX
app01-10740	55	6	performed	perform	VERB
app01-10740	55	7	for	for	ADP
app01-10740	55	8	each	each	DET
app01-10740	55	9	variant	variant	NOUN
app01-10740	55	10	of	of	ADP
app01-10740	55	11	boundary	boundary	ADJ
app01-10740	55	12	conditions	condition	NOUN
app01-10740	55	13	.	.	PUNCT
app01-10740	56	1	3	3	X
app01-10740	56	2	.	.	NOUN
app01-10740	56	3	numerical	numerical	ADJ
app01-10740	56	4	analysis	analysis	NOUN
app01-10740	56	5	all	all	PRON
app01-10740	56	6	of	of	ADP
app01-10740	56	7	the	the	DET
app01-10740	56	8	above	above	ADJ
app01-10740	56	9	mentioned	mention	VERB
app01-10740	56	10	variants	variant	NOUN
app01-10740	56	11	of	of	ADP
app01-10740	56	12	the	the	DET
app01-10740	56	13	parametric	parametric	ADJ
app01-10740	56	14	study	study	NOUN
app01-10740	56	15	are	be	AUX
app01-10740	56	16	analyzed	analyze	VERB
app01-10740	56	17	in	in	ADP
app01-10740	56	18	atena	atena	PROPN
app01-10740	56	19	3d	3d	PROPN
app01-10740	56	20	.	.	PUNCT
app01-10740	57	1	this	this	PRON
app01-10740	57	2	is	be	AUX
app01-10740	57	3	a	a	DET
app01-10740	57	4	program	program	NOUN
app01-10740	57	5	that	that	PRON
app01-10740	57	6	allows	allow	VERB
app01-10740	57	7	nonlinear	nonlinear	PROPN
app01-10740	57	8	fea	fea	PROPN
app01-10740	57	9	,	,	PUNCT
app01-10740	57	10	specialised	specialise	VERB
app01-10740	57	11	in	in	ADP
app01-10740	57	12	concrete	concrete	ADJ
app01-10740	57	13	structures	structure	NOUN
app01-10740	57	14	,	,	PUNCT
app01-10740	57	15	where	where	SCONJ
app01-10740	57	16	it	it	PRON
app01-10740	57	17	also	also	ADV
app01-10740	57	18	allows	allow	VERB
app01-10740	57	19	the	the	DET
app01-10740	57	20	monitoring	monitoring	NOUN
app01-10740	57	21	of	of	ADP
app01-10740	57	22	the	the	DET
app01-10740	57	23	possible	possible	ADJ
app01-10740	57	24	development	development	NOUN
app01-10740	57	25	of	of	ADP
app01-10740	57	26	cracks	crack	NOUN
app01-10740	57	27	.	.	PUNCT
app01-10740	58	1	the	the	DET
app01-10740	58	2	geometric	geometric	ADJ
app01-10740	58	3	,	,	PUNCT
app01-10740	58	4	material	material	NOUN
app01-10740	58	5	and	and	CCONJ
app01-10740	58	6	contact	contact	NOUN
app01-10740	58	7	types	type	NOUN
app01-10740	58	8	of	of	ADP
app01-10740	58	9	nonlinearities	nonlinearitie	NOUN
app01-10740	58	10	are	be	AUX
app01-10740	58	11	considered	consider	VERB
app01-10740	58	12	in	in	ADP
app01-10740	58	13	the	the	DET
app01-10740	58	14	calculations	calculation	NOUN
app01-10740	58	15	.	.	PUNCT
app01-10740	59	1	3.1	3.1	NUM
app01-10740	59	2	.	.	PUNCT
app01-10740	59	3	materials	material	NOUN
app01-10740	59	4	and	and	CCONJ
app01-10740	59	5	material	material	NOUN
app01-10740	59	6	models	model	NOUN
app01-10740	59	7	for	for	ADP
app01-10740	59	8	the	the	DET
app01-10740	59	9	purpose	purpose	NOUN
app01-10740	59	10	of	of	ADP
app01-10740	59	11	the	the	DET
app01-10740	59	12	analysis	analysis	NOUN
app01-10740	59	13	,	,	PUNCT
app01-10740	59	14	several	several	ADJ
app01-10740	59	15	materiel	materiel	ADJ
app01-10740	59	16	types	type	NOUN
app01-10740	59	17	are	be	AUX
app01-10740	59	18	considered	consider	VERB
app01-10740	59	19	using	use	VERB
app01-10740	59	20	different	different	ADJ
app01-10740	59	21	material	material	NOUN
app01-10740	59	22	models	model	NOUN
app01-10740	59	23	[	[	X
app01-10740	59	24	11	11	NUM
app01-10740	59	25	]	]	PUNCT
app01-10740	59	26	.	.	PUNCT
app01-10740	60	1	the	the	DET
app01-10740	60	2	material	material	NOUN
app01-10740	60	3	model	model	NOUN
app01-10740	60	4	“	"	PUNCT
app01-10740	60	5	cc3d	cc3d	NOUN
app01-10740	60	6	cementitious	cementitious	ADJ
app01-10740	60	7	2	2	NUM
app01-10740	60	8	”	"	PUNCT
app01-10740	60	9	for	for	ADP
app01-10740	60	10	normal	normal	ADJ
app01-10740	60	11	concrete	concrete	NOUN
app01-10740	60	12	c16/20	c16/20	PROPN
app01-10740	60	13	is	be	AUX
app01-10740	60	14	used	use	VERB
app01-10740	60	15	and	and	CCONJ
app01-10740	60	16	“	"	PUNCT
app01-10740	60	17	cc3d	cc3d	VERB
app01-10740	60	18	cementitious	cementitious	ADJ
app01-10740	60	19	2	2	NUM
app01-10740	60	20	–	–	PUNCT
app01-10740	60	21	user	user	NOUN
app01-10740	60	22	”	"	PUNCT
app01-10740	60	23	for	for	ADP
app01-10740	60	24	uhpfrc	uhpfrc	NOUN
app01-10740	60	25	c120	c120	ADJ
app01-10740	60	26	fr6	fr6	NOUN
app01-10740	60	27	with	with	ADP
app01-10740	60	28	scattered	scatter	VERB
app01-10740	60	29	reinforcement	reinforcement	NOUN
app01-10740	60	30	is	be	AUX
app01-10740	60	31	used	use	VERB
app01-10740	60	32	.	.	PUNCT
app01-10740	61	1	the	the	DET
app01-10740	61	2	material	material	NOUN
app01-10740	61	3	property	property	NOUN
app01-10740	61	4	values	value	NOUN
app01-10740	61	5	are	be	AUX
app01-10740	61	6	given	give	VERB
app01-10740	61	7	in	in	ADP
app01-10740	61	8	table	table	NOUN
app01-10740	61	9	1	1	NUM
app01-10740	61	10	.	.	PUNCT
app01-10740	62	1	the	the	DET
app01-10740	62	2	second	second	ADJ
app01-10740	62	3	group	group	NOUN
app01-10740	62	4	of	of	ADP
app01-10740	62	5	materials	material	NOUN
app01-10740	62	6	are	be	AUX
app01-10740	62	7	steel	steel	NOUN
app01-10740	62	8	reinforcing	reinforce	VERB
app01-10740	62	9	bars	bar	NOUN
app01-10740	62	10	and	and	CCONJ
app01-10740	62	11	coupling	couple	VERB
app01-10740	62	12	studs	stud	NOUN
app01-10740	62	13	.	.	PUNCT
app01-10740	63	1	the	the	DET
app01-10740	63	2	concrete	concrete	ADJ
app01-10740	63	3	reinforcement	reinforcement	NOUN
app01-10740	63	4	is	be	AUX
app01-10740	63	5	made	make	VERB
app01-10740	63	6	of	of	ADP
app01-10740	63	7	steel	steel	NOUN
app01-10740	63	8	class	class	NOUN
app01-10740	63	9	10216	10216	NUM
app01-10740	63	10	(	(	PUNCT
app01-10740	63	11	e	e	NOUN
app01-10740	63	12	)	)	PUNCT
app01-10740	63	13	,	,	PUNCT
app01-10740	63	14	for	for	SCONJ
app01-10740	63	15	the	the	DET
app01-10740	63	16	coupling	couple	VERB
app01-10740	63	17	studs	stud	NOUN
app01-10740	63	18	and	and	CCONJ
app01-10740	63	19	reinforcement	reinforcement	NOUN
app01-10740	63	20	of	of	ADP
app01-10740	63	21	the	the	DET
app01-10740	63	22	uhpfrc	uhpfrc	ADJ
app01-10740	63	23	slab	slab	NOUN
app01-10740	63	24	,	,	PUNCT
app01-10740	63	25	reinforcement	reinforcement	NOUN
app01-10740	63	26	of	of	ADP
app01-10740	63	27	class	class	NOUN
app01-10740	63	28	b500b	b500b	PROPN
app01-10740	63	29	is	be	AUX
app01-10740	63	30	considered	consider	VERB
app01-10740	63	31	.	.	PUNCT
app01-10740	64	1	for	for	ADP
app01-10740	64	2	both	both	DET
app01-10740	64	3	steel	steel	NOUN
app01-10740	64	4	types	type	NOUN
app01-10740	64	5	the	the	DET
app01-10740	64	6	material	material	NOUN
app01-10740	64	7	model	model	NOUN
app01-10740	64	8	“	"	PUNCT
app01-10740	64	9	cc3d	cc3d	NOUN
app01-10740	64	10	reinforcement	reinforcement	NOUN
app01-10740	64	11	”	"	PUNCT
app01-10740	64	12	[	[	X
app01-10740	64	13	11	11	NUM
app01-10740	64	14	]	]	PUNCT
app01-10740	64	15	is	be	AUX
app01-10740	64	16	used	use	VERB
app01-10740	64	17	.	.	PUNCT
app01-10740	65	1	the	the	DET
app01-10740	65	2	values	value	NOUN
app01-10740	65	3	of	of	ADP
app01-10740	65	4	the	the	DET
app01-10740	65	5	material	material	NOUN
app01-10740	65	6	properties	property	NOUN
app01-10740	65	7	are	be	AUX
app01-10740	65	8	given	give	VERB
app01-10740	65	9	in	in	ADP
app01-10740	65	10	table	table	NOUN
app01-10740	65	11	2	2	NUM
app01-10740	65	12	.	.	NOUN
app01-10740	65	13	3.2	3.2	NUM
app01-10740	65	14	.	.	PUNCT
app01-10740	66	1	numerical	numerical	ADJ
app01-10740	66	2	models	model	NOUN
app01-10740	66	3	five	five	NUM
app01-10740	66	4	models	model	NOUN
app01-10740	66	5	were	be	AUX
app01-10740	66	6	created	create	VERB
app01-10740	66	7	in	in	ADP
app01-10740	66	8	software	software	NOUN
app01-10740	66	9	atena	atena	NOUN
app01-10740	66	10	3d	3d	NOUN
app01-10740	66	11	for	for	ADP
app01-10740	66	12	each	each	DET
app01-10740	66	13	variation	variation	NOUN
app01-10740	66	14	of	of	ADP
app01-10740	66	15	the	the	DET
app01-10740	66	16	boundary	boundary	ADJ
app01-10740	66	17	conditions	condition	NOUN
app01-10740	66	18	of	of	ADP
app01-10740	66	19	the	the	DET
app01-10740	66	20	footbridge	footbridge	NOUN
app01-10740	66	21	supports	support	VERB
app01-10740	66	22	.	.	PUNCT
app01-10740	67	1	for	for	ADP
app01-10740	67	2	the	the	DET
app01-10740	67	3	footbridge	footbridge	NOUN
app01-10740	67	4	with	with	ADP
app01-10740	67	5	hinged	hinged	ADJ
app01-10740	67	6	support	support	NOUN
app01-10740	67	7	at	at	ADP
app01-10740	67	8	both	both	DET
app01-10740	67	9	ends(figure	ends(figure	PROPN
app01-10740	67	10	5	5	NUM
app01-10740	67	11	)	)	PUNCT
app01-10740	67	12	,	,	PUNCT
app01-10740	67	13	the	the	DET
app01-10740	67	14	follow	follow	VERB
app01-10740	67	15	-	-	PUNCT
app01-10740	67	16	up	up	NOUN
app01-10740	67	17	part	part	NOUN
app01-10740	67	18	of	of	ADP
app01-10740	67	19	the	the	DET
app01-10740	67	20	reinforced	reinforce	VERB
app01-10740	67	21	concrete	concrete	ADJ
app01-10740	67	22	platform	platform	NOUN
app01-10740	67	23	is	be	AUX
app01-10740	67	24	not	not	PART
app01-10740	67	25	considered	consider	VERB
app01-10740	67	26	in	in	ADP
app01-10740	67	27	the	the	DET
app01-10740	67	28	model	model	NOUN
app01-10740	67	29	.	.	PUNCT
app01-10740	68	1	the	the	DET
app01-10740	68	2	following	follow	VERB
app01-10740	68	3	models	model	NOUN
app01-10740	68	4	were	be	AUX
app01-10740	68	5	created	create	VERB
app01-10740	68	6	:	:	PUNCT
app01-10740	68	7	a	a	X
app01-10740	68	8	)	)	PUNCT
app01-10740	68	9	the	the	DET
app01-10740	68	10	first	first	ADJ
app01-10740	68	11	model	model	NOUN
app01-10740	68	12	consisted	consist	VERB
app01-10740	68	13	of	of	ADP
app01-10740	68	14	a	a	DET
app01-10740	68	15	reinforced	reinforce	VERB
app01-10740	68	16	concrete	concrete	ADJ
app01-10740	68	17	footbridge	footbridge	NOUN
app01-10740	68	18	with	with	ADP
app01-10740	68	19	ideal	ideal	ADJ
app01-10740	68	20	material	material	NOUN
app01-10740	68	21	properties	property	NOUN
app01-10740	68	22	and	and	CCONJ
app01-10740	68	23	no	no	DET
app01-10740	68	24	corrosion	corrosion	NOUN
app01-10740	68	25	loss	loss	NOUN
app01-10740	68	26	of	of	ADP
app01-10740	68	27	the	the	DET
app01-10740	68	28	reinforcement	reinforcement	NOUN
app01-10740	68	29	.	.	PUNCT
app01-10740	69	1	the	the	DET
app01-10740	69	2	dimensions	dimension	NOUN
app01-10740	69	3	and	and	CCONJ
app01-10740	69	4	reinforcement	reinforcement	NOUN
app01-10740	69	5	corresponds	correspond	NOUN
app01-10740	69	6	to	to	ADP
app01-10740	69	7	that	that	PRON
app01-10740	69	8	shown	show	VERB
app01-10740	69	9	in	in	ADP
app01-10740	69	10	chapter	chapter	NOUN
app01-10740	69	11	1	1	NUM
app01-10740	69	12	(	(	PUNCT
app01-10740	69	13	figure	figure	NOUN
app01-10740	69	14	2	2	NUM
app01-10740	69	15	)	)	PUNCT
app01-10740	69	16	.	.	PUNCT
app01-10740	70	1	b	b	X
app01-10740	70	2	)	)	PUNCT
app01-10740	70	3	the	the	DET
app01-10740	70	4	second	second	ADJ
app01-10740	70	5	model	model	NOUN
app01-10740	70	6	differs	differ	VERB
app01-10740	70	7	from	from	ADP
app01-10740	70	8	the	the	DET
app01-10740	70	9	first	first	ADJ
app01-10740	70	10	only	only	ADV
app01-10740	70	11	in	in	ADP
app01-10740	70	12	the	the	DET
app01-10740	70	13	material	material	NOUN
app01-10740	70	14	characteristics	characteristic	NOUN
app01-10740	70	15	of	of	ADP
app01-10740	70	16	the	the	DET
app01-10740	70	17	concrete	concrete	NOUN
app01-10740	70	18	used	use	VERB
app01-10740	70	19	(	(	PUNCT
app01-10740	70	20	degraded	degraded	ADJ
app01-10740	70	21	concrete	concrete	NOUN
app01-10740	70	22	)	)	PUNCT
app01-10740	70	23	and	and	CCONJ
app01-10740	70	24	in	in	ADP
app01-10740	70	25	the	the	DET
app01-10740	70	26	consideration	consideration	NOUN
app01-10740	70	27	of	of	ADP
app01-10740	70	28	15	15	NUM
app01-10740	70	29	%	%	NOUN
app01-10740	70	30	reduction	reduction	NOUN
app01-10740	70	31	of	of	ADP
app01-10740	70	32	the	the	DET
app01-10740	70	33	reinforcement	reinforcement	NOUN
app01-10740	70	34	cross	cross	ADJ
app01-10740	70	35	-	-	ADJ
app01-10740	70	36	sectional	sectional	ADJ
app01-10740	70	37	area	area	NOUN
app01-10740	70	38	due	due	ADP
app01-10740	70	39	to	to	ADP
app01-10740	70	40	corrosion	corrosion	NOUN
app01-10740	70	41	.	.	PUNCT
app01-10740	71	1	43	43	NUM
app01-10740	71	2	p.	p.	PROPN
app01-10740	71	3	kněž	kněž	PROPN
app01-10740	71	4	,	,	PUNCT
app01-10740	71	5	m.	m.	NOUN
app01-10740	71	6	holý	holý	PROPN
app01-10740	71	7	,	,	PUNCT
app01-10740	71	8	j.	j.	PROPN
app01-10740	71	9	kolísko	kolísko	PROPN
app01-10740	71	10	acta	acta	PROPN
app01-10740	71	11	polytechnica	polytechnica	PROPN
app01-10740	71	12	ctu	ctu	PROPN
app01-10740	71	13	proceedings	proceeding	NOUN
app01-10740	71	14	figure	figure	VERB
app01-10740	71	15	2	2	NUM
app01-10740	71	16	.	.	PUNCT
app01-10740	71	17	numerical	numerical	ADJ
app01-10740	71	18	model	model	NOUN
app01-10740	71	19	of	of	ADP
app01-10740	71	20	the	the	DET
app01-10740	71	21	reinforced	reinforce	VERB
app01-10740	71	22	concrete	concrete	ADJ
app01-10740	71	23	footbridge	footbridge	NOUN
app01-10740	71	24	and	and	CCONJ
app01-10740	71	25	part	part	NOUN
app01-10740	71	26	of	of	ADP
app01-10740	71	27	the	the	DET
app01-10740	71	28	platform	platform	NOUN
app01-10740	71	29	with	with	ADP
app01-10740	71	30	reinforcement	reinforcement	NOUN
app01-10740	71	31	.	.	PUNCT
app01-10740	72	1	figure	figure	NOUN
app01-10740	72	2	3	3	NUM
app01-10740	72	3	.	.	PUNCT
app01-10740	72	4	numerical	numerical	PROPN
app01-10740	72	5	model	model	PROPN
app01-10740	72	6	with	with	ADP
app01-10740	72	7	uhpfrc	uhpfrc	PROPN
app01-10740	72	8	slab	slab	NOUN
app01-10740	72	9	,	,	PUNCT
app01-10740	72	10	its	its	PRON
app01-10740	72	11	reinforcement	reinforcement	NOUN
app01-10740	72	12	and	and	CCONJ
app01-10740	72	13	coupling	couple	VERB
app01-10740	72	14	studs	stud	NOUN
app01-10740	72	15	.	.	PUNCT
app01-10740	73	1	figure	figure	VERB
app01-10740	73	2	4	4	NUM
app01-10740	73	3	.	.	PUNCT
app01-10740	73	4	numerical	numerical	ADJ
app01-10740	73	5	model	model	NOUN
app01-10740	73	6	of	of	ADP
app01-10740	73	7	reinforced	reinforce	VERB
app01-10740	73	8	concrete	concrete	ADJ
app01-10740	73	9	footbridge	footbridge	NOUN
app01-10740	73	10	connected	connect	VERB
app01-10740	73	11	to	to	ADP
app01-10740	73	12	a	a	DET
app01-10740	73	13	uhpfrc	uhpfrc	ADJ
app01-10740	73	14	slab	slab	NOUN
app01-10740	73	15	by	by	ADP
app01-10740	73	16	shear	shear	NOUN
app01-10740	73	17	notches	notch	NOUN
app01-10740	73	18	.	.	PUNCT
app01-10740	74	1	figure	figure	NOUN
app01-10740	74	2	5	5	NUM
app01-10740	74	3	.	.	NOUN
app01-10740	74	4	symmetrical	symmetrical	ADJ
app01-10740	74	5	half	half	NOUN
app01-10740	74	6	of	of	ADP
app01-10740	74	7	the	the	DET
app01-10740	74	8	hinge	hinge	NOUN
app01-10740	74	9	-	-	PUNCT
app01-10740	74	10	supported	support	VERB
app01-10740	74	11	version	version	NOUN
app01-10740	74	12	of	of	ADP
app01-10740	74	13	the	the	DET
app01-10740	74	14	footbridge	footbridge	NOUN
app01-10740	74	15	.	.	PUNCT
app01-10740	75	1	c	c	X
app01-10740	75	2	)	)	PUNCT
app01-10740	75	3	the	the	DET
app01-10740	75	4	third	third	ADJ
app01-10740	75	5	model	model	NOUN
app01-10740	75	6	is	be	AUX
app01-10740	75	7	based	base	VERB
app01-10740	75	8	on	on	ADP
app01-10740	75	9	the	the	DET
app01-10740	75	10	second	second	ADJ
app01-10740	75	11	model	model	NOUN
app01-10740	75	12	,	,	PUNCT
app01-10740	75	13	which	which	PRON
app01-10740	75	14	has	have	AUX
app01-10740	75	15	been	be	AUX
app01-10740	75	16	strenghtened	strenghtene	VERB
app01-10740	75	17	with	with	ADP
app01-10740	75	18	a	a	DET
app01-10740	75	19	uhpfrc	uhpfrc	ADJ
app01-10740	75	20	slab	slab	NOUN
app01-10740	75	21	that	that	PRON
app01-10740	75	22	is	be	AUX
app01-10740	75	23	coupled	couple	VERB
app01-10740	75	24	to	to	ADP
app01-10740	75	25	the	the	DET
app01-10740	75	26	reinforced	reinforce	VERB
app01-10740	75	27	concrete	concrete	ADJ
app01-10740	75	28	structure	structure	NOUN
app01-10740	75	29	by	by	ADP
app01-10740	75	30	using	use	VERB
app01-10740	75	31	coupling	couple	VERB
app01-10740	75	32	studs	stud	NOUN
app01-10740	75	33	.	.	PUNCT
app01-10740	76	1	shrinkage	shrinkage	NOUN
app01-10740	76	2	is	be	AUX
app01-10740	76	3	considered	consider	VERB
app01-10740	76	4	for	for	ADP
app01-10740	76	5	the	the	DET
app01-10740	76	6	uhpfrc	uhpfrc	ADJ
app01-10740	76	7	slab	slab	NOUN
app01-10740	76	8	(	(	PUNCT
app01-10740	76	9	figure	figure	NOUN
app01-10740	76	10	3	3	NUM
app01-10740	76	11	)	)	PUNCT
app01-10740	76	12	.	.	PUNCT
app01-10740	77	1	d	d	X
app01-10740	77	2	)	)	PUNCT
app01-10740	77	3	the	the	DET
app01-10740	77	4	fourth	fourth	ADJ
app01-10740	77	5	model	model	NOUN
app01-10740	77	6	is	be	AUX
app01-10740	77	7	identical	identical	ADJ
app01-10740	77	8	to	to	ADP
app01-10740	77	9	the	the	DET
app01-10740	77	10	third	third	ADJ
app01-10740	77	11	model	model	NOUN
app01-10740	77	12	,	,	PUNCT
app01-10740	77	13	except	except	SCONJ
app01-10740	77	14	that	that	DET
app01-10740	77	15	shrinkage	shrinkage	NOUN
app01-10740	77	16	of	of	ADP
app01-10740	77	17	the	the	DET
app01-10740	77	18	uhpfrc	uhpfrc	ADJ
app01-10740	77	19	slab	slab	NOUN
app01-10740	77	20	is	be	AUX
app01-10740	77	21	not	not	PART
app01-10740	77	22	considered	consider	VERB
app01-10740	77	23	.	.	PUNCT
app01-10740	78	1	e	e	X
app01-10740	78	2	)	)	PUNCT
app01-10740	78	3	the	the	DET
app01-10740	78	4	fifth	fifth	ADJ
app01-10740	78	5	model	model	NOUN
app01-10740	78	6	is	be	AUX
app01-10740	78	7	again	again	ADV
app01-10740	78	8	a	a	DET
app01-10740	78	9	strenghtened	strenghtened	ADJ
app01-10740	78	10	degraded	degraded	ADJ
app01-10740	78	11	reinforced	reinforce	VERB
app01-10740	78	12	concrete	concrete	ADJ
app01-10740	78	13	footbridge	footbridge	NOUN
app01-10740	78	14	with	with	ADP
app01-10740	78	15	a	a	DET
app01-10740	78	16	uhpfrc	uhpfrc	ADJ
app01-10740	78	17	layer	layer	NOUN
app01-10740	78	18	,	,	PUNCT
app01-10740	78	19	in	in	ADP
app01-10740	78	20	this	this	DET
app01-10740	78	21	case	case	NOUN
app01-10740	78	22	the	the	DET
app01-10740	78	23	coupling	coupling	NOUN
app01-10740	78	24	is	be	AUX
app01-10740	78	25	created	create	VERB
app01-10740	78	26	by	by	ADP
app01-10740	78	27	a	a	DET
app01-10740	78	28	combination	combination	NOUN
app01-10740	78	29	of	of	ADP
app01-10740	78	30	shear	shear	NOUN
app01-10740	78	31	notches	notch	NOUN
app01-10740	78	32	and	and	CCONJ
app01-10740	78	33	coupling	couple	VERB
app01-10740	78	34	studs	stud	NOUN
app01-10740	78	35	.	.	PUNCT
app01-10740	79	1	shrinkage	shrinkage	NOUN
app01-10740	79	2	was	be	AUX
app01-10740	79	3	not	not	PART
app01-10740	79	4	considered	consider	VERB
app01-10740	79	5	for	for	ADP
app01-10740	79	6	this	this	DET
app01-10740	79	7	model	model	NOUN
app01-10740	79	8	(	(	PUNCT
app01-10740	79	9	figure	figure	NOUN
app01-10740	79	10	4	4	NUM
app01-10740	79	11	)	)	PUNCT
app01-10740	79	12	.	.	PUNCT
app01-10740	80	1	3.3	3.3	NUM
app01-10740	80	2	.	.	PUNCT
app01-10740	81	1	loads	load	NOUN
app01-10740	81	2	in	in	ADP
app01-10740	81	3	the	the	DET
app01-10740	81	4	calculation	calculation	NOUN
app01-10740	81	5	,	,	PUNCT
app01-10740	81	6	the	the	DET
app01-10740	81	7	loads	load	NOUN
app01-10740	81	8	were	be	AUX
app01-10740	81	9	divided	divide	VERB
app01-10740	81	10	into	into	ADP
app01-10740	81	11	three	three	NUM
app01-10740	81	12	types	type	NOUN
app01-10740	81	13	:	:	PUNCT
app01-10740	81	14	•	•	NUM
app01-10740	81	15	the	the	DET
app01-10740	81	16	first	first	ADJ
app01-10740	81	17	type	type	NOUN
app01-10740	81	18	of	of	ADP
app01-10740	81	19	load	load	NOUN
app01-10740	81	20	was	be	AUX
app01-10740	81	21	the	the	DET
app01-10740	81	22	dead	dead	ADJ
app01-10740	81	23	weight	weight	NOUN
app01-10740	81	24	of	of	ADP
app01-10740	81	25	the	the	DET
app01-10740	81	26	structure	structure	NOUN
app01-10740	81	27	,	,	PUNCT
app01-10740	81	28	which	which	PRON
app01-10740	81	29	is	be	AUX
app01-10740	81	30	calculated	calculate	VERB
app01-10740	81	31	automatically	automatically	ADV
app01-10740	81	32	based	base	VERB
app01-10740	81	33	on	on	ADP
app01-10740	81	34	the	the	DET
app01-10740	81	35	specified	specify	VERB
app01-10740	81	36	volumetric	volumetric	NOUN
app01-10740	81	37	mass	mass	NOUN
app01-10740	81	38	of	of	ADP
app01-10740	81	39	concrete	concrete	NOUN
app01-10740	81	40	(	(	PUNCT
app01-10740	81	41	2	2	NUM
app01-10740	81	42	400	400	NUM
app01-10740	81	43	kg	kg	NOUN
app01-10740	81	44	m−3	m−3	PROPN
app01-10740	81	45	)	)	PUNCT
app01-10740	81	46	,	,	PUNCT
app01-10740	81	47	uhpfrc	uhpfrc	NOUN
app01-10740	81	48	(	(	PUNCT
app01-10740	81	49	2	2	NUM
app01-10740	81	50	600	600	NUM
app01-10740	81	51	kg	kg	NOUN
app01-10740	81	52	m−3	m−3	PROPN
app01-10740	81	53	)	)	PUNCT
app01-10740	81	54	and	and	CCONJ
app01-10740	81	55	reinforcing	reinforce	VERB
app01-10740	81	56	bars	bar	NOUN
app01-10740	81	57	(	(	PUNCT
app01-10740	81	58	7	7	NUM
app01-10740	81	59	850	850	NUM
app01-10740	81	60	kg	kg	NOUN
app01-10740	81	61	m−3	m−3	PROPN
app01-10740	81	62	)	)	PUNCT
app01-10740	81	63	.	.	PUNCT
app01-10740	82	1	•	•	NUM
app01-10740	82	2	the	the	DET
app01-10740	82	3	second	second	ADJ
app01-10740	82	4	type	type	NOUN
app01-10740	82	5	of	of	ADP
app01-10740	82	6	load	load	NOUN
app01-10740	82	7	is	be	AUX
app01-10740	82	8	the	the	DET
app01-10740	82	9	remaining	remain	VERB
app01-10740	82	10	dead	dead	ADJ
app01-10740	82	11	load	load	NOUN
app01-10740	82	12	.	.	PUNCT
app01-10740	83	1	this	this	PRON
app01-10740	83	2	is	be	AUX
app01-10740	83	3	only	only	ADV
app01-10740	83	4	considered	consider	VERB
app01-10740	83	5	for	for	ADP
app01-10740	83	6	models	model	NOUN
app01-10740	83	7	without	without	ADP
app01-10740	83	8	a	a	DET
app01-10740	83	9	uhpfrc	uhpfrc	ADJ
app01-10740	83	10	slab	slab	NOUN
app01-10740	83	11	where	where	SCONJ
app01-10740	83	12	there	there	PRON
app01-10740	83	13	is	be	VERB
app01-10740	83	14	a	a	DET
app01-10740	83	15	50	50	NUM
app01-10740	83	16	mm	mm	NOUN
app01-10740	83	17	layer	layer	NOUN
app01-10740	83	18	of	of	ADP
app01-10740	83	19	concrete	concrete	NOUN
app01-10740	83	20	on	on	ADP
app01-10740	83	21	the	the	DET
app01-10740	83	22	footbridge	footbridge	NOUN
app01-10740	83	23	–	–	PUNCT
app01-10740	83	24	for	for	ADP
app01-10740	83	25	these	these	DET
app01-10740	83	26	models	model	NOUN
app01-10740	83	27	a	a	DET
app01-10740	83	28	load	load	NOUN
app01-10740	83	29	of	of	ADP
app01-10740	83	30	1.25	1.25	NUM
app01-10740	83	31	kn	kn	NOUN
app01-10740	83	32	m−2	m−2	PROPN
app01-10740	83	33	is	be	AUX
app01-10740	83	34	considered	consider	VERB
app01-10740	83	35	.	.	PUNCT
app01-10740	84	1	•	•	NUM
app01-10740	84	2	the	the	DET
app01-10740	84	3	third	third	ADJ
app01-10740	84	4	type	type	NOUN
app01-10740	84	5	of	of	ADP
app01-10740	84	6	load	load	NOUN
app01-10740	84	7	is	be	AUX
app01-10740	84	8	the	the	DET
app01-10740	84	9	service	service	NOUN
app01-10740	84	10	load	load	NOUN
app01-10740	84	11	of	of	ADP
app01-10740	84	12	the	the	DET
app01-10740	84	13	struc44	struc44	ADJ
app01-10740	84	14	vol	vol	NOUN
app01-10740	84	15	.	.	PUNCT
app01-10740	85	1	53/2025	53/2025	NUM
app01-10740	85	2	parametric	parametric	ADJ
app01-10740	85	3	study	study	NOUN
app01-10740	85	4	of	of	ADP
app01-10740	85	5	a	a	DET
app01-10740	85	6	reinforced	reinforce	VERB
app01-10740	85	7	concrete	concrete	ADJ
app01-10740	85	8	footbridge	footbridge	NOUN
app01-10740	85	9	strengthened	strengthen	VERB
app01-10740	85	10	by	by	ADP
app01-10740	85	11	a	a	DET
app01-10740	85	12	layer	layer	NOUN
app01-10740	85	13	of	of	ADP
app01-10740	85	14	uhpfrc	uhpfrc	NOUN
app01-10740	85	15	ture	ture	NOUN
app01-10740	85	16	.	.	PUNCT
app01-10740	86	1	this	this	PRON
app01-10740	86	2	is	be	AUX
app01-10740	86	3	applied	apply	VERB
app01-10740	86	4	in	in	ADP
app01-10740	86	5	increments	increment	NOUN
app01-10740	86	6	of	of	ADP
app01-10740	86	7	1	1	NUM
app01-10740	86	8	kn	kn	NOUN
app01-10740	86	9	m−2	m−2	PROPN
app01-10740	86	10	until	until	SCONJ
app01-10740	86	11	the	the	DET
app01-10740	86	12	analysis	analysis	NOUN
app01-10740	86	13	fails	fail	VERB
app01-10740	86	14	.	.	PUNCT
app01-10740	87	1	in	in	ADP
app01-10740	87	2	addition	addition	NOUN
app01-10740	87	3	to	to	ADP
app01-10740	87	4	the	the	DET
app01-10740	87	5	maximum	maximum	ADJ
app01-10740	87	6	load	load	NOUN
app01-10740	87	7	values	value	NOUN
app01-10740	87	8	before	before	ADP
app01-10740	87	9	failure	failure	NOUN
app01-10740	87	10	,	,	PUNCT
app01-10740	87	11	the	the	DET
app01-10740	87	12	deformations	deformation	NOUN
app01-10740	87	13	for	for	ADP
app01-10740	87	14	a	a	DET
app01-10740	87	15	service	service	NOUN
app01-10740	87	16	load	load	NOUN
app01-10740	87	17	of	of	ADP
app01-10740	87	18	5	5	NUM
app01-10740	87	19	kn	kn	NOUN
app01-10740	87	20	m−2	m−2	PROPN
app01-10740	87	21	,	,	PUNCT
app01-10740	87	22	which	which	PRON
app01-10740	87	23	is	be	AUX
app01-10740	87	24	the	the	DET
app01-10740	87	25	standard	standard	ADJ
app01-10740	87	26	load	load	NOUN
app01-10740	87	27	value	value	NOUN
app01-10740	87	28	[	[	X
app01-10740	87	29	12	12	NUM
app01-10740	87	30	]	]	PUNCT
app01-10740	87	31	,	,	PUNCT
app01-10740	87	32	are	be	AUX
app01-10740	87	33	also	also	ADV
app01-10740	87	34	monitored	monitor	VERB
app01-10740	87	35	.	.	PUNCT
app01-10740	88	1	4	4	X
app01-10740	88	2	.	.	X
app01-10740	88	3	results	result	NOUN
app01-10740	88	4	of	of	ADP
app01-10740	88	5	the	the	DET
app01-10740	88	6	parametric	parametric	ADJ
app01-10740	88	7	study	study	NOUN
app01-10740	88	8	the	the	DET
app01-10740	88	9	results	result	NOUN
app01-10740	88	10	of	of	ADP
app01-10740	88	11	the	the	DET
app01-10740	88	12	parametric	parametric	ADJ
app01-10740	88	13	study	study	NOUN
app01-10740	88	14	of	of	ADP
app01-10740	88	15	the	the	DET
app01-10740	88	16	strengthened	strengthen	VERB
app01-10740	88	17	reinforced	reinforce	VERB
app01-10740	88	18	concrete	concrete	ADJ
app01-10740	88	19	footbridge	footbridge	NOUN
app01-10740	88	20	for	for	ADP
app01-10740	88	21	different	different	ADJ
app01-10740	88	22	boundary	boundary	ADJ
app01-10740	88	23	support	support	NOUN
app01-10740	88	24	conditions	condition	NOUN
app01-10740	88	25	will	will	AUX
app01-10740	88	26	be	be	AUX
app01-10740	88	27	presented	present	VERB
app01-10740	88	28	in	in	ADP
app01-10740	88	29	the	the	DET
app01-10740	88	30	form	form	NOUN
app01-10740	88	31	of	of	ADP
app01-10740	88	32	tables	table	NOUN
app01-10740	88	33	.	.	PUNCT
app01-10740	89	1	the	the	DET
app01-10740	89	2	tables	table	NOUN
app01-10740	89	3	show	show	VERB
app01-10740	89	4	the	the	DET
app01-10740	89	5	deflection	deflection	NOUN
app01-10740	89	6	uq	uq	NOUN
app01-10740	89	7	corresponding	correspond	VERB
app01-10740	89	8	to	to	ADP
app01-10740	89	9	the	the	DET
app01-10740	89	10	model	model	NOUN
app01-10740	89	11	loaded	load	VERB
app01-10740	89	12	with	with	ADP
app01-10740	89	13	the	the	DET
app01-10740	89	14	service	service	NOUN
app01-10740	89	15	load	load	NOUN
app01-10740	89	16	.	.	PUNCT
app01-10740	90	1	they	they	PRON
app01-10740	90	2	will	will	AUX
app01-10740	90	3	also	also	ADV
app01-10740	90	4	contain	contain	VERB
app01-10740	90	5	the	the	DET
app01-10740	90	6	maximum	maximum	ADJ
app01-10740	90	7	load	load	NOUN
app01-10740	90	8	qmax	qmax	NOUN
app01-10740	90	9	and	and	CCONJ
app01-10740	90	10	the	the	DET
app01-10740	90	11	total	total	ADJ
app01-10740	90	12	deflection	deflection	NOUN
app01-10740	90	13	utot	utot	NOUN
app01-10740	90	14	.	.	PUNCT
app01-10740	91	1	the	the	DET
app01-10740	91	2	chapter	chapter	NOUN
app01-10740	91	3	will	will	AUX
app01-10740	91	4	be	be	AUX
app01-10740	91	5	subdivided	subdivide	VERB
app01-10740	91	6	into	into	ADP
app01-10740	91	7	sections	section	NOUN
app01-10740	91	8	according	accord	VERB
app01-10740	91	9	to	to	ADP
app01-10740	91	10	the	the	DET
app01-10740	91	11	boundary	boundary	ADJ
app01-10740	91	12	conditions	condition	NOUN
app01-10740	91	13	of	of	ADP
app01-10740	91	14	the	the	DET
app01-10740	91	15	footbridge	footbridge	NOUN
app01-10740	91	16	support	support	NOUN
app01-10740	91	17	into	into	ADP
app01-10740	91	18	a	a	DET
app01-10740	91	19	section	section	NOUN
app01-10740	91	20	for	for	ADP
app01-10740	91	21	a	a	DET
app01-10740	91	22	footbridge	footbridge	NOUN
app01-10740	91	23	fixed	fix	VERB
app01-10740	91	24	at	at	ADP
app01-10740	91	25	both	both	DET
app01-10740	91	26	ends	end	NOUN
app01-10740	91	27	,	,	PUNCT
app01-10740	91	28	a	a	DET
app01-10740	91	29	footbridge	footbridge	NOUN
app01-10740	91	30	with	with	ADP
app01-10740	91	31	one	one	NUM
app01-10740	91	32	hinge	hinge	NOUN
app01-10740	91	33	support	support	NOUN
app01-10740	91	34	and	and	CCONJ
app01-10740	91	35	a	a	DET
app01-10740	91	36	footbridge	footbridge	NOUN
app01-10740	91	37	with	with	ADP
app01-10740	91	38	a	a	DET
app01-10740	91	39	hinge	hinge	NOUN
app01-10740	91	40	at	at	ADP
app01-10740	91	41	both	both	DET
app01-10740	91	42	ends	end	NOUN
app01-10740	91	43	.	.	PUNCT
app01-10740	92	1	the	the	DET
app01-10740	92	2	tables	table	NOUN
app01-10740	92	3	will	will	AUX
app01-10740	92	4	then	then	ADV
app01-10740	92	5	label	label	VERB
app01-10740	92	6	the	the	DET
app01-10740	92	7	different	different	ADJ
app01-10740	92	8	design	design	NOUN
app01-10740	92	9	options	option	NOUN
app01-10740	92	10	a	a	PRON
app01-10740	92	11	to	to	ADP
app01-10740	92	12	e	e	NOUN
app01-10740	92	13	according	accord	VERB
app01-10740	92	14	to	to	ADP
app01-10740	92	15	the	the	DET
app01-10740	92	16	list	list	NOUN
app01-10740	92	17	of	of	ADP
app01-10740	92	18	numerical	numerical	ADJ
app01-10740	92	19	models	model	NOUN
app01-10740	92	20	in	in	ADP
app01-10740	92	21	section	section	NOUN
app01-10740	92	22	3.2	3.2	NUM
app01-10740	92	23	.	.	PUNCT
app01-10740	93	1	4.1	4.1	NUM
app01-10740	93	2	.	.	PUNCT
app01-10740	93	3	footbridge	footbridge	NOUN
app01-10740	93	4	fixed	fix	VERB
app01-10740	93	5	at	at	ADP
app01-10740	93	6	both	both	DET
app01-10740	93	7	ends	end	NOUN
app01-10740	93	8	from	from	ADP
app01-10740	93	9	the	the	DET
app01-10740	93	10	analysis	analysis	NOUN
app01-10740	93	11	of	of	ADP
app01-10740	93	12	the	the	DET
app01-10740	93	13	footbridge	footbridge	NOUN
app01-10740	93	14	in	in	ADP
app01-10740	93	15	its	its	PRON
app01-10740	93	16	ideal	ideal	ADJ
app01-10740	93	17	state	state	NOUN
app01-10740	93	18	,	,	PUNCT
app01-10740	93	19	we	we	PRON
app01-10740	93	20	obtained	obtain	VERB
app01-10740	93	21	information	information	NOUN
app01-10740	93	22	on	on	ADP
app01-10740	93	23	the	the	DET
app01-10740	93	24	critical	critical	ADJ
app01-10740	93	25	cross	cross	NOUN
app01-10740	93	26	-	-	NOUN
app01-10740	93	27	section	section	NOUN
app01-10740	93	28	of	of	ADP
app01-10740	93	29	the	the	DET
app01-10740	93	30	structure	structure	NOUN
app01-10740	93	31	(	(	PUNCT
app01-10740	93	32	figure	figure	NOUN
app01-10740	93	33	6	6	NUM
app01-10740	93	34	)	)	PUNCT
app01-10740	93	35	.	.	PUNCT
app01-10740	94	1	the	the	DET
app01-10740	94	2	results	result	NOUN
app01-10740	94	3	of	of	ADP
app01-10740	94	4	this	this	DET
app01-10740	94	5	design	design	NOUN
app01-10740	94	6	option	option	NOUN
app01-10740	94	7	of	of	ADP
app01-10740	94	8	the	the	DET
app01-10740	94	9	numerical	numerical	ADJ
app01-10740	94	10	model	model	NOUN
app01-10740	94	11	(	(	PUNCT
app01-10740	94	12	a	a	X
app01-10740	94	13	)	)	PUNCT
app01-10740	94	14	serve	serve	VERB
app01-10740	94	15	as	as	ADP
app01-10740	94	16	a	a	DET
app01-10740	94	17	reference	reference	NOUN
app01-10740	94	18	for	for	ADP
app01-10740	94	19	the	the	DET
app01-10740	94	20	other	other	ADJ
app01-10740	94	21	design	design	NOUN
app01-10740	94	22	options	option	NOUN
app01-10740	94	23	.	.	PUNCT
app01-10740	95	1	figure	figure	NOUN
app01-10740	95	2	6	6	NUM
app01-10740	95	3	.	.	PUNCT
app01-10740	96	1	cracks	crack	NOUN
app01-10740	96	2	on	on	ADP
app01-10740	96	3	the	the	DET
app01-10740	96	4	footbridge	footbridge	NOUN
app01-10740	96	5	fixed	fix	VERB
app01-10740	96	6	at	at	ADP
app01-10740	96	7	both	both	DET
app01-10740	96	8	ends	end	NOUN
app01-10740	97	1	,	,	PUNCT
app01-10740	97	2	the	the	DET
app01-10740	97	3	critical	critical	ADJ
app01-10740	97	4	section	section	NOUN
app01-10740	97	5	is	be	AUX
app01-10740	97	6	at	at	ADP
app01-10740	97	7	the	the	DET
app01-10740	97	8	point	point	NOUN
app01-10740	97	9	where	where	SCONJ
app01-10740	97	10	the	the	DET
app01-10740	97	11	footbridge	footbridge	NOUN
app01-10740	97	12	is	be	AUX
app01-10740	97	13	embedded	embed	VERB
app01-10740	97	14	in	in	ADP
app01-10740	97	15	the	the	DET
app01-10740	97	16	tank	tank	NOUN
app01-10740	97	17	wall	wall	NOUN
app01-10740	97	18	(	(	PUNCT
app01-10740	97	19	left	leave	VERB
app01-10740	97	20	support	support	NOUN
app01-10740	97	21	)	)	PUNCT
app01-10740	97	22	.	.	PUNCT
app01-10740	98	1	near	near	ADP
app01-10740	98	2	left	left	ADJ
app01-10740	98	3	support	support	NOUN
app01-10740	98	4	has	have	AUX
app01-10740	98	5	occured	occur	VERB
app01-10740	98	6	failure	failure	NOUN
app01-10740	98	7	for	for	ADP
app01-10740	98	8	all	all	DET
app01-10740	98	9	design	design	NOUN
app01-10740	98	10	options	option	NOUN
app01-10740	98	11	.	.	PUNCT
app01-10740	99	1	strenghtening	strenghtene	VERB
app01-10740	99	2	variants	variant	NOUN
app01-10740	99	3	using	use	VERB
app01-10740	99	4	only	only	ADJ
app01-10740	99	5	shear	shear	NOUN
app01-10740	99	6	studs	stud	NOUN
app01-10740	99	7	did	do	AUX
app01-10740	99	8	not	not	PART
app01-10740	99	9	have	have	VERB
app01-10740	99	10	a	a	DET
app01-10740	99	11	significant	significant	ADJ
app01-10740	99	12	effect	effect	NOUN
app01-10740	99	13	on	on	ADP
app01-10740	99	14	the	the	DET
app01-10740	99	15	resulting	result	VERB
app01-10740	99	16	stiffness	stiffness	NOUN
app01-10740	99	17	of	of	ADP
app01-10740	99	18	the	the	DET
app01-10740	99	19	structure	structure	NOUN
app01-10740	99	20	and	and	CCONJ
app01-10740	99	21	these	these	DET
app01-10740	99	22	variants	variant	NOUN
app01-10740	99	23	also	also	ADV
app01-10740	99	24	show	show	VERB
app01-10740	99	25	a	a	DET
app01-10740	99	26	possible	possible	ADJ
app01-10740	99	27	effects	effect	NOUN
app01-10740	99	28	of	of	ADP
app01-10740	99	29	shrinkage	shrinkage	NOUN
app01-10740	99	30	.	.	PUNCT
app01-10740	100	1	the	the	DET
app01-10740	100	2	stiffness	stiffness	NOUN
app01-10740	100	3	was	be	AUX
app01-10740	100	4	increased	increase	VERB
app01-10740	100	5	only	only	ADV
app01-10740	100	6	for	for	ADP
app01-10740	100	7	the	the	DET
app01-10740	100	8	variant	variant	NOUN
app01-10740	100	9	using	use	VERB
app01-10740	100	10	shear	shear	NOUN
app01-10740	100	11	notches	notch	NOUN
app01-10740	100	12	for	for	ADP
app01-10740	100	13	coupling	coupling	NOUN
app01-10740	100	14	.	.	PUNCT
app01-10740	101	1	in	in	ADP
app01-10740	101	2	the	the	DET
app01-10740	101	3	case	case	NOUN
app01-10740	101	4	of	of	ADP
app01-10740	101	5	the	the	DET
app01-10740	101	6	evaluation	evaluation	NOUN
app01-10740	101	7	of	of	ADP
app01-10740	101	8	the	the	DET
app01-10740	101	9	maximum	maximum	ADJ
app01-10740	101	10	load	load	NOUN
app01-10740	101	11	bearing	bear	VERB
app01-10740	101	12	capacity	capacity	NOUN
app01-10740	101	13	,	,	PUNCT
app01-10740	101	14	for	for	ADP
app01-10740	101	15	the	the	DET
app01-10740	101	16	variants	variant	NOUN
app01-10740	101	17	considering	consider	VERB
app01-10740	101	18	a	a	DET
app01-10740	101	19	degraded	degraded	ADJ
app01-10740	101	20	structure	structure	NOUN
app01-10740	101	21	,	,	PUNCT
app01-10740	101	22	a	a	DET
app01-10740	101	23	better	well	ADJ
app01-10740	101	24	load	load	NOUN
app01-10740	101	25	bearing	bear	VERB
app01-10740	101	26	capacity	capacity	NOUN
app01-10740	101	27	can	can	AUX
app01-10740	101	28	be	be	AUX
app01-10740	101	29	achieved	achieve	VERB
app01-10740	101	30	by	by	ADP
app01-10740	101	31	any	any	DET
app01-10740	101	32	method	method	NOUN
app01-10740	101	33	of	of	ADP
app01-10740	101	34	coupling	coupling	NOUN
app01-10740	101	35	.	.	PUNCT
app01-10740	102	1	when	when	SCONJ
app01-10740	102	2	comparing	compare	VERB
app01-10740	102	3	the	the	DET
app01-10740	102	4	deformations	deformation	NOUN
app01-10740	102	5	from	from	ADP
app01-10740	102	6	the	the	DET
app01-10740	102	7	applied	apply	VERB
app01-10740	102	8	load	load	NOUN
app01-10740	102	9	,	,	PUNCT
app01-10740	102	10	the	the	DET
app01-10740	102	11	design	design	NOUN
app01-10740	102	12	option	option	NOUN
app01-10740	102	13	considering	consider	VERB
app01-10740	102	14	shrinkage	shrinkage	NOUN
app01-10740	102	15	(	(	PUNCT
app01-10740	102	16	c	c	NOUN
app01-10740	102	17	)	)	PUNCT
app01-10740	102	18	have	have	VERB
app01-10740	102	19	higher	high	ADJ
app01-10740	102	20	deformations	deformation	NOUN
app01-10740	102	21	than	than	ADP
app01-10740	102	22	the	the	DET
app01-10740	102	23	options	option	NOUN
app01-10740	102	24	(	(	PUNCT
app01-10740	102	25	d	d	X
app01-10740	102	26	,	,	PUNCT
app01-10740	102	27	e	e	NOUN
app01-10740	102	28	)	)	PUNCT
app01-10740	102	29	without	without	ADP
app01-10740	102	30	shrinkage	shrinkage	NOUN
app01-10740	102	31	.	.	PUNCT
app01-10740	103	1	by	by	ADP
app01-10740	103	2	strenghtening	strenghtene	VERB
app01-10740	103	3	the	the	DET
app01-10740	103	4	footbridge	footbridge	NOUN
app01-10740	103	5	structure	structure	NOUN
app01-10740	103	6	fixed	fix	VERB
app01-10740	103	7	at	at	ADP
app01-10740	103	8	both	both	DET
app01-10740	103	9	ends	end	NOUN
app01-10740	103	10	with	with	ADP
app01-10740	103	11	a	a	DET
app01-10740	103	12	layer	layer	NOUN
app01-10740	103	13	of	of	ADP
app01-10740	103	14	uhpfrc	uhpfrc	NOUN
app01-10740	103	15	on	on	ADP
app01-10740	103	16	the	the	DET
app01-10740	103	17	upper	upper	ADJ
app01-10740	103	18	surface	surface	NOUN
app01-10740	103	19	,	,	PUNCT
app01-10740	103	20	an	an	DET
app01-10740	103	21	increase	increase	NOUN
app01-10740	103	22	in	in	ADP
app01-10740	103	23	the	the	DET
app01-10740	103	24	load	load	NOUN
app01-10740	103	25	carrying	carry	VERB
app01-10740	103	26	capacity	capacity	NOUN
app01-10740	103	27	can	can	AUX
app01-10740	103	28	be	be	AUX
app01-10740	103	29	achieved	achieve	VERB
app01-10740	103	30	for	for	ADP
app01-10740	103	31	the	the	DET
app01-10740	103	32	degraded	degraded	ADJ
app01-10740	103	33	structure	structure	NOUN
app01-10740	103	34	.	.	PUNCT
app01-10740	104	1	the	the	DET
app01-10740	104	2	effect	effect	NOUN
app01-10740	104	3	of	of	ADP
app01-10740	104	4	strengthening	strengthen	VERB
app01-10740	104	5	on	on	ADP
app01-10740	104	6	the	the	DET
app01-10740	104	7	stiffness	stiffness	NOUN
app01-10740	104	8	of	of	ADP
app01-10740	104	9	the	the	DET
app01-10740	104	10	structure	structure	NOUN
app01-10740	104	11	for	for	ADP
app01-10740	104	12	normal	normal	ADJ
app01-10740	104	13	service	service	NOUN
app01-10740	104	14	loads	load	NOUN
app01-10740	104	15	depends	depend	VERB
app01-10740	104	16	on	on	ADP
app01-10740	104	17	the	the	DET
app01-10740	104	18	method	method	NOUN
app01-10740	104	19	of	of	ADP
app01-10740	104	20	coupling	coupling	NOUN
app01-10740	104	21	and	and	CCONJ
app01-10740	104	22	shrinkage	shrinkage	NOUN
app01-10740	104	23	of	of	ADP
app01-10740	104	24	the	the	DET
app01-10740	104	25	uhpfrc	uhpfrc	ADJ
app01-10740	104	26	layer	layer	NOUN
app01-10740	104	27	.	.	PUNCT
app01-10740	105	1	4.2	4.2	NUM
app01-10740	105	2	.	.	PUNCT
app01-10740	106	1	footbridge	footbridge	VERB
app01-10740	106	2	with	with	ADP
app01-10740	106	3	one	one	NUM
app01-10740	106	4	hinge	hinge	NOUN
app01-10740	106	5	from	from	ADP
app01-10740	106	6	the	the	DET
app01-10740	106	7	analysis	analysis	NOUN
app01-10740	106	8	of	of	ADP
app01-10740	106	9	the	the	DET
app01-10740	106	10	footbridge	footbridge	NOUN
app01-10740	106	11	in	in	ADP
app01-10740	106	12	the	the	DET
app01-10740	106	13	ideal	ideal	ADJ
app01-10740	106	14	condition	condition	NOUN
app01-10740	106	15	with	with	ADP
app01-10740	106	16	hinge	hinge	NOUN
app01-10740	106	17	support	support	NOUN
app01-10740	106	18	on	on	ADP
app01-10740	106	19	one	one	NUM
app01-10740	106	20	side	side	NOUN
app01-10740	106	21	and	and	CCONJ
app01-10740	106	22	fixed	fix	VERB
app01-10740	106	23	support	support	NOUN
app01-10740	106	24	on	on	ADP
app01-10740	106	25	the	the	DET
app01-10740	106	26	other	other	ADJ
app01-10740	106	27	side	side	NOUN
app01-10740	106	28	,	,	PUNCT
app01-10740	106	29	we	we	PRON
app01-10740	106	30	obtained	obtain	VERB
app01-10740	106	31	information	information	NOUN
app01-10740	106	32	about	about	ADP
app01-10740	106	33	the	the	DET
app01-10740	106	34	critical	critical	ADJ
app01-10740	106	35	cross	cross	NOUN
app01-10740	106	36	-	-	NOUN
app01-10740	106	37	section	section	NOUN
app01-10740	106	38	of	of	ADP
app01-10740	106	39	the	the	DET
app01-10740	106	40	structure	structure	NOUN
app01-10740	106	41	(	(	PUNCT
app01-10740	106	42	figure	figure	NOUN
app01-10740	106	43	7	7	NUM
app01-10740	106	44	)	)	PUNCT
app01-10740	106	45	.	.	PUNCT
app01-10740	107	1	the	the	DET
app01-10740	107	2	results	result	NOUN
app01-10740	107	3	of	of	ADP
app01-10740	107	4	this	this	DET
app01-10740	107	5	design	design	NOUN
app01-10740	107	6	option	option	NOUN
app01-10740	107	7	of	of	ADP
app01-10740	107	8	the	the	DET
app01-10740	107	9	numerical	numerical	ADJ
app01-10740	107	10	model	model	NOUN
app01-10740	107	11	(	(	PUNCT
app01-10740	107	12	a	a	X
app01-10740	107	13	)	)	PUNCT
app01-10740	107	14	serve	serve	VERB
app01-10740	107	15	as	as	ADP
app01-10740	107	16	a	a	DET
app01-10740	107	17	reference	reference	NOUN
app01-10740	107	18	for	for	ADP
app01-10740	107	19	the	the	DET
app01-10740	107	20	other	other	ADJ
app01-10740	107	21	design	design	NOUN
app01-10740	107	22	options	option	NOUN
app01-10740	107	23	.	.	PUNCT
app01-10740	108	1	figure	figure	NOUN
app01-10740	108	2	7	7	NUM
app01-10740	108	3	.	.	PUNCT
app01-10740	108	4	cracks	crack	NOUN
app01-10740	108	5	in	in	ADP
app01-10740	108	6	a	a	DET
app01-10740	108	7	single	single	ADJ
app01-10740	108	8	-	-	PUNCT
app01-10740	108	9	hinged	hinge	VERB
app01-10740	108	10	footbridge	footbridge	NOUN
app01-10740	108	11	,	,	PUNCT
app01-10740	108	12	the	the	DET
app01-10740	108	13	critical	critical	ADJ
app01-10740	108	14	section	section	NOUN
app01-10740	108	15	is	be	AUX
app01-10740	108	16	at	at	ADP
app01-10740	108	17	the	the	DET
app01-10740	108	18	centre	centre	NOUN
app01-10740	108	19	of	of	ADP
app01-10740	108	20	the	the	DET
app01-10740	108	21	footbridge	footbridge	NOUN
app01-10740	108	22	span	span	NOUN
app01-10740	108	23	.	.	PUNCT
app01-10740	109	1	for	for	ADP
app01-10740	109	2	all	all	DET
app01-10740	109	3	design	design	NOUN
app01-10740	109	4	options	option	NOUN
app01-10740	109	5	,	,	PUNCT
app01-10740	109	6	failure	failure	NOUN
app01-10740	109	7	occurred	occur	VERB
app01-10740	109	8	in	in	ADP
app01-10740	109	9	the	the	DET
app01-10740	109	10	middle	middle	NOUN
app01-10740	109	11	of	of	ADP
app01-10740	109	12	the	the	DET
app01-10740	109	13	span	span	NOUN
app01-10740	109	14	of	of	ADP
app01-10740	109	15	the	the	DET
app01-10740	109	16	footbridge	footbridge	NOUN
app01-10740	109	17	.	.	PUNCT
app01-10740	110	1	the	the	DET
app01-10740	110	2	conclusions	conclusion	NOUN
app01-10740	110	3	from	from	ADP
app01-10740	110	4	the	the	DET
app01-10740	110	5	analysis	analysis	NOUN
app01-10740	110	6	of	of	ADP
app01-10740	110	7	this	this	DET
app01-10740	110	8	variant	variant	NOUN
app01-10740	110	9	of	of	ADP
app01-10740	110	10	structure	structure	NOUN
app01-10740	110	11	support	support	NOUN
app01-10740	110	12	are	be	AUX
app01-10740	110	13	almost	almost	ADV
app01-10740	110	14	identical	identical	ADJ
app01-10740	110	15	to	to	ADP
app01-10740	110	16	those	those	PRON
app01-10740	110	17	for	for	ADP
app01-10740	110	18	the	the	DET
app01-10740	110	19	footbridge	footbridge	NOUN
app01-10740	110	20	fixed	fix	VERB
app01-10740	110	21	at	at	ADP
app01-10740	110	22	both	both	DET
app01-10740	110	23	ends	end	NOUN
app01-10740	110	24	.	.	PUNCT
app01-10740	111	1	however	however	ADV
app01-10740	111	2	,	,	PUNCT
app01-10740	111	3	the	the	DET
app01-10740	111	4	resulting	result	VERB
app01-10740	111	5	load	load	NOUN
app01-10740	111	6	bearing	bear	VERB
app01-10740	111	7	capacity	capacity	NOUN
app01-10740	111	8	of	of	ADP
app01-10740	111	9	the	the	DET
app01-10740	111	10	degraded	degraded	ADJ
app01-10740	111	11	structure	structure	NOUN
app01-10740	111	12	after	after	ADP
app01-10740	111	13	strengthening	strengthen	VERB
app01-10740	111	14	does	do	AUX
app01-10740	111	15	not	not	PART
app01-10740	111	16	reach	reach	VERB
app01-10740	111	17	the	the	DET
app01-10740	111	18	load	load	NOUN
app01-10740	111	19	bearing	bear	VERB
app01-10740	111	20	capacity	capacity	NOUN
app01-10740	111	21	of	of	ADP
app01-10740	111	22	the	the	DET
app01-10740	111	23	reference	reference	NOUN
app01-10740	111	24	model	model	NOUN
app01-10740	111	25	(	(	PUNCT
app01-10740	111	26	design	design	NOUN
app01-10740	111	27	option	option	NOUN
app01-10740	111	28	a	a	PRON
app01-10740	111	29	)	)	PUNCT
app01-10740	111	30	.	.	PUNCT
app01-10740	112	1	by	by	ADP
app01-10740	112	2	strengthening	strengthen	VERB
app01-10740	112	3	the	the	DET
app01-10740	112	4	footbridge	footbridge	NOUN
app01-10740	112	5	with	with	ADP
app01-10740	112	6	a	a	DET
app01-10740	112	7	layer	layer	NOUN
app01-10740	112	8	of	of	ADP
app01-10740	112	9	uhpfrc	uhpfrc	NOUN
app01-10740	112	10	on	on	ADP
app01-10740	112	11	the	the	DET
app01-10740	112	12	upper	upper	ADJ
app01-10740	112	13	surface	surface	NOUN
app01-10740	112	14	,	,	PUNCT
app01-10740	112	15	an	an	DET
app01-10740	112	16	increase	increase	NOUN
app01-10740	112	17	in	in	ADP
app01-10740	112	18	the	the	DET
app01-10740	112	19	load	load	NOUN
app01-10740	112	20	-	-	PUNCT
app01-10740	112	21	bearing	bear	VERB
app01-10740	112	22	capacity	capacity	NOUN
app01-10740	112	23	of	of	ADP
app01-10740	112	24	the	the	DET
app01-10740	112	25	degraded	degraded	ADJ
app01-10740	112	26	structure	structure	NOUN
app01-10740	112	27	can	can	AUX
app01-10740	112	28	be	be	AUX
app01-10740	112	29	achieved	achieve	VERB
app01-10740	112	30	.	.	PUNCT
app01-10740	113	1	the	the	DET
app01-10740	113	2	effect	effect	NOUN
app01-10740	113	3	of	of	ADP
app01-10740	113	4	strengthening	strengthen	VERB
app01-10740	113	5	on	on	ADP
app01-10740	113	6	the	the	DET
app01-10740	113	7	stiffness	stiffness	NOUN
app01-10740	113	8	of	of	ADP
app01-10740	113	9	the	the	DET
app01-10740	113	10	structure	structure	NOUN
app01-10740	113	11	for	for	ADP
app01-10740	113	12	normal	normal	ADJ
app01-10740	113	13	service	service	NOUN
app01-10740	113	14	loads	load	NOUN
app01-10740	113	15	depends	depend	VERB
app01-10740	113	16	on	on	ADP
app01-10740	113	17	the	the	DET
app01-10740	113	18	method	method	NOUN
app01-10740	113	19	of	of	ADP
app01-10740	113	20	bonding	bonding	NOUN
app01-10740	113	21	and	and	CCONJ
app01-10740	113	22	shrinkage	shrinkage	NOUN
app01-10740	113	23	of	of	ADP
app01-10740	113	24	the	the	DET
app01-10740	113	25	uhpfrc	uhpfrc	NOUN
app01-10740	113	26	.	.	PUNCT
app01-10740	114	1	4.3	4.3	NUM
app01-10740	114	2	.	.	PUNCT
app01-10740	114	3	footbridge	footbridge	VERB
app01-10740	114	4	with	with	ADP
app01-10740	114	5	two	two	NUM
app01-10740	114	6	hinges	hinge	NOUN
app01-10740	114	7	from	from	ADP
app01-10740	114	8	the	the	DET
app01-10740	114	9	analysis	analysis	NOUN
app01-10740	114	10	of	of	ADP
app01-10740	114	11	the	the	DET
app01-10740	114	12	footbridge	footbridge	NOUN
app01-10740	114	13	in	in	ADP
app01-10740	114	14	its	its	PRON
app01-10740	114	15	ideal	ideal	ADJ
app01-10740	114	16	condition	condition	NOUN
app01-10740	114	17	with	with	ADP
app01-10740	114	18	hinged	hinge	VERB
app01-10740	114	19	support	support	NOUN
app01-10740	114	20	at	at	ADP
app01-10740	114	21	both	both	DET
app01-10740	114	22	ends	end	NOUN
app01-10740	114	23	,	,	PUNCT
app01-10740	114	24	we	we	PRON
app01-10740	114	25	obtained	obtain	VERB
app01-10740	114	26	information	information	NOUN
app01-10740	114	27	about	about	ADP
app01-10740	114	28	the	the	DET
app01-10740	114	29	critical	critical	ADJ
app01-10740	114	30	cross	cross	NOUN
app01-10740	114	31	-	-	NOUN
app01-10740	114	32	section	section	NOUN
app01-10740	114	33	of	of	ADP
app01-10740	114	34	the	the	DET
app01-10740	114	35	structure	structure	NOUN
app01-10740	114	36	(	(	PUNCT
app01-10740	114	37	figure	figure	NOUN
app01-10740	114	38	8)	8)	NUM
app01-10740	114	39	.	.	PUNCT
app01-10740	115	1	the	the	DET
app01-10740	115	2	results	result	NOUN
app01-10740	115	3	of	of	ADP
app01-10740	115	4	this	this	DET
app01-10740	115	5	design	design	NOUN
app01-10740	115	6	option	option	NOUN
app01-10740	115	7	of	of	ADP
app01-10740	115	8	the	the	DET
app01-10740	115	9	numerical	numerical	ADJ
app01-10740	115	10	model	model	NOUN
app01-10740	115	11	(	(	PUNCT
app01-10740	115	12	a	a	X
app01-10740	115	13	)	)	PUNCT
app01-10740	115	14	serve	serve	VERB
app01-10740	115	15	as	as	ADP
app01-10740	115	16	a	a	DET
app01-10740	115	17	reference	reference	NOUN
app01-10740	115	18	for	for	ADP
app01-10740	115	19	the	the	DET
app01-10740	115	20	other	other	ADJ
app01-10740	115	21	design	design	NOUN
app01-10740	115	22	options	option	NOUN
app01-10740	115	23	.	.	PUNCT
app01-10740	116	1	figure	figure	NOUN
app01-10740	116	2	8	8	NUM
app01-10740	116	3	.	.	PUNCT
app01-10740	117	1	cracks	crack	NOUN
app01-10740	117	2	in	in	ADP
app01-10740	117	3	a	a	DET
app01-10740	117	4	two	two	NUM
app01-10740	117	5	-	-	PUNCT
app01-10740	117	6	hinged	hinge	VERB
app01-10740	117	7	footbridge	footbridge	NOUN
app01-10740	117	8	structure	structure	NOUN
app01-10740	117	9	(	(	PUNCT
app01-10740	117	10	the	the	DET
app01-10740	117	11	symmetrical	symmetrical	ADJ
app01-10740	117	12	half	half	NOUN
app01-10740	117	13	of	of	ADP
app01-10740	117	14	the	the	DET
app01-10740	117	15	structure	structure	NOUN
app01-10740	117	16	was	be	AUX
app01-10740	117	17	analysed	analyse	VERB
app01-10740	117	18	)	)	PUNCT
app01-10740	117	19	,	,	PUNCT
app01-10740	117	20	the	the	DET
app01-10740	117	21	critical	critical	ADJ
app01-10740	117	22	section	section	NOUN
app01-10740	117	23	is	be	AUX
app01-10740	117	24	at	at	ADP
app01-10740	117	25	the	the	DET
app01-10740	117	26	centre	centre	NOUN
app01-10740	117	27	of	of	ADP
app01-10740	117	28	the	the	DET
app01-10740	117	29	footbridge	footbridge	NOUN
app01-10740	117	30	span	span	NOUN
app01-10740	117	31	.	.	PUNCT
app01-10740	118	1	45	45	NUM
app01-10740	118	2	p.	p.	PROPN
app01-10740	118	3	kněž	kněž	PROPN
app01-10740	118	4	,	,	PUNCT
app01-10740	118	5	m.	m.	NOUN
app01-10740	118	6	holý	holý	PROPN
app01-10740	118	7	,	,	PUNCT
app01-10740	118	8	j.	j.	PROPN
app01-10740	118	9	kolísko	kolísko	PROPN
app01-10740	118	10	acta	acta	PROPN
app01-10740	118	11	polytechnica	polytechnica	PROPN
app01-10740	118	12	ctu	ctu	PROPN
app01-10740	118	13	proceedings	proceeding	NOUN
app01-10740	118	14	design	design	NOUN
app01-10740	118	15	option	option	NOUN
app01-10740	118	16	uq	uq	NOUN
app01-10740	118	17	usage	usage	NOUN
app01-10740	118	18	qmax	qmax	NOUN
app01-10740	118	19	usage	usage	NOUN
app01-10740	118	20	utot	utot	NOUN
app01-10740	119	1	[	[	X
app01-10740	119	2	mm	mm	X
app01-10740	119	3	]	]	X
app01-10740	120	1	[	[	X
app01-10740	120	2	%	%	X
app01-10740	120	3	]	]	X
app01-10740	121	1	[	[	X
app01-10740	121	2	kn	kn	NOUN
app01-10740	121	3	m−2	m−2	PROPN
app01-10740	121	4	]	]	PUNCT
app01-10740	122	1	[	[	X
app01-10740	122	2	%	%	X
app01-10740	122	3	]	]	X
app01-10740	123	1	[	[	X
app01-10740	123	2	mm	mm	X
app01-10740	123	3	]	]	X
app01-10740	123	4	a	a	X
app01-10740	123	5	)	)	PUNCT
app01-10740	123	6	footbridge	footbridge	NOUN
app01-10740	123	7	in	in	ADP
app01-10740	123	8	ideal	ideal	ADJ
app01-10740	123	9	state	state	NOUN
app01-10740	123	10	0.63	0.63	NUM
app01-10740	123	11	100	100	NUM
app01-10740	123	12	30	30	NUM
app01-10740	123	13	100	100	NUM
app01-10740	123	14	18.1	18.1	NUM
app01-10740	123	15	b	b	NOUN
app01-10740	123	16	)	)	PUNCT
app01-10740	123	17	footbridge	footbridge	NOUN
app01-10740	123	18	in	in	ADP
app01-10740	123	19	degraded	degraded	ADJ
app01-10740	123	20	state	state	NOUN
app01-10740	123	21	1.45	1.45	NUM
app01-10740	123	22	230	230	NUM
app01-10740	123	23	26	26	NUM
app01-10740	123	24	87	87	NUM
app01-10740	123	25	48.1	48.1	NUM
app01-10740	123	26	c	c	NOUN
app01-10740	123	27	)	)	PUNCT
app01-10740	123	28	reinforced	reinforce	VERB
app01-10740	123	29	footbridge	footbridge	NOUN
app01-10740	123	30	.	.	PUNCT
app01-10740	124	1	coupled	couple	VERB
app01-10740	124	2	by	by	ADP
app01-10740	124	3	studs	stud	NOUN
app01-10740	124	4	.	.	PUNCT
app01-10740	125	1	with	with	ADP
app01-10740	125	2	shrinkage	shrinkage	NOUN
app01-10740	125	3	1.93	1.93	NUM
app01-10740	125	4	306	306	NUM
app01-10740	125	5	30	30	NUM
app01-10740	125	6	100	100	NUM
app01-10740	125	7	27.6	27.6	NUM
app01-10740	125	8	d	d	NOUN
app01-10740	125	9	)	)	PUNCT
app01-10740	125	10	reinforced	reinforce	VERB
app01-10740	125	11	footbridge	footbridge	NOUN
app01-10740	125	12	.	.	PUNCT
app01-10740	126	1	coupled	couple	VERB
app01-10740	126	2	by	by	ADP
app01-10740	126	3	studs	stud	NOUN
app01-10740	126	4	.	.	PUNCT
app01-10740	127	1	without	without	ADP
app01-10740	127	2	shrinkage	shrinkage	NOUN
app01-10740	127	3	1.26	1.26	NUM
app01-10740	127	4	200	200	NUM
app01-10740	127	5	30	30	NUM
app01-10740	127	6	100	100	NUM
app01-10740	127	7	30.3	30.3	NUM
app01-10740	127	8	e	e	NOUN
app01-10740	127	9	)	)	PUNCT
app01-10740	127	10	reinforced	reinforce	VERB
app01-10740	127	11	footbridge	footbridge	NOUN
app01-10740	127	12	.	.	PUNCT
app01-10740	128	1	coupled	couple	VERB
app01-10740	128	2	by	by	ADP
app01-10740	128	3	shear	shear	NOUN
app01-10740	128	4	nothes	nothe	NOUN
app01-10740	128	5	and	and	CCONJ
app01-10740	128	6	studs	stud	NOUN
app01-10740	128	7	0.73	0.73	NUM
app01-10740	128	8	116	116	NUM
app01-10740	128	9	30	30	NUM
app01-10740	128	10	100	100	NUM
app01-10740	128	11	14.2	14.2	NUM
app01-10740	128	12	table	table	NOUN
app01-10740	128	13	3	3	NUM
app01-10740	128	14	.	.	PUNCT
app01-10740	128	15	evaluation	evaluation	NOUN
app01-10740	128	16	of	of	ADP
app01-10740	128	17	the	the	DET
app01-10740	128	18	deformation	deformation	NOUN
app01-10740	128	19	and	and	CCONJ
app01-10740	128	20	maximum	maximum	ADJ
app01-10740	128	21	load	load	NOUN
app01-10740	128	22	of	of	ADP
app01-10740	128	23	the	the	DET
app01-10740	128	24	footbridge	footbridge	NOUN
app01-10740	128	25	fixed	fix	VERB
app01-10740	128	26	at	at	ADP
app01-10740	128	27	both	both	DET
app01-10740	128	28	ends	end	NOUN
app01-10740	128	29	.	.	PUNCT
app01-10740	129	1	design	design	NOUN
app01-10740	129	2	option	option	NOUN
app01-10740	129	3	uq	uq	NOUN
app01-10740	129	4	usage	usage	NOUN
app01-10740	129	5	qmax	qmax	NOUN
app01-10740	129	6	usage	usage	NOUN
app01-10740	129	7	utot	utot	NOUN
app01-10740	130	1	[	[	X
app01-10740	130	2	mm	mm	X
app01-10740	130	3	]	]	X
app01-10740	131	1	[	[	X
app01-10740	131	2	%	%	X
app01-10740	131	3	]	]	X
app01-10740	132	1	[	[	X
app01-10740	132	2	kn	kn	NOUN
app01-10740	132	3	m−2	m−2	PROPN
app01-10740	132	4	]	]	PUNCT
app01-10740	133	1	[	[	X
app01-10740	133	2	%	%	X
app01-10740	133	3	]	]	X
app01-10740	134	1	[	[	X
app01-10740	134	2	mm	mm	X
app01-10740	134	3	]	]	X
app01-10740	134	4	a	a	X
app01-10740	134	5	)	)	PUNCT
app01-10740	134	6	footbridge	footbridge	NOUN
app01-10740	134	7	in	in	ADP
app01-10740	134	8	ideal	ideal	ADJ
app01-10740	134	9	state	state	NOUN
app01-10740	134	10	1.2	1.2	NUM
app01-10740	134	11	100	100	NUM
app01-10740	134	12	22	22	NUM
app01-10740	134	13	100	100	NUM
app01-10740	134	14	36.5	36.5	NUM
app01-10740	134	15	b	b	NOUN
app01-10740	134	16	)	)	PUNCT
app01-10740	134	17	footbridge	footbridge	NOUN
app01-10740	134	18	in	in	ADP
app01-10740	134	19	degraded	degraded	ADJ
app01-10740	134	20	state	state	NOUN
app01-10740	134	21	4.2	4.2	NUM
app01-10740	134	22	350	350	NUM
app01-10740	134	23	17	17	NUM
app01-10740	134	24	77	77	NUM
app01-10740	134	25	34.9	34.9	NUM
app01-10740	134	26	c	c	NOUN
app01-10740	134	27	)	)	PUNCT
app01-10740	134	28	reinforced	reinforce	VERB
app01-10740	134	29	footbridge	footbridge	NOUN
app01-10740	134	30	.	.	PUNCT
app01-10740	135	1	coupled	couple	VERB
app01-10740	135	2	by	by	ADP
app01-10740	135	3	studs	stud	NOUN
app01-10740	135	4	.	.	PUNCT
app01-10740	136	1	with	with	ADP
app01-10740	136	2	shrinkage	shrinkage	NOUN
app01-10740	136	3	5.13	5.13	NUM
app01-10740	136	4	428	428	NUM
app01-10740	136	5	19	19	NUM
app01-10740	136	6	86	86	NUM
app01-10740	136	7	29.9	29.9	NUM
app01-10740	136	8	d	d	NOUN
app01-10740	136	9	)	)	PUNCT
app01-10740	136	10	reinforced	reinforce	VERB
app01-10740	136	11	footbridge	footbridge	NOUN
app01-10740	136	12	.	.	PUNCT
app01-10740	137	1	coupled	couple	VERB
app01-10740	137	2	by	by	ADP
app01-10740	137	3	studs	stud	NOUN
app01-10740	137	4	.	.	PUNCT
app01-10740	138	1	without	without	ADP
app01-10740	138	2	shrinkage	shrinkage	NOUN
app01-10740	138	3	3.51	3.51	NUM
app01-10740	138	4	292	292	NUM
app01-10740	138	5	19	19	NUM
app01-10740	138	6	86	86	NUM
app01-10740	138	7	28.1	28.1	NUM
app01-10740	138	8	e	e	NOUN
app01-10740	138	9	)	)	PUNCT
app01-10740	138	10	reinforced	reinforce	VERB
app01-10740	138	11	footbridge	footbridge	NOUN
app01-10740	138	12	.	.	PUNCT
app01-10740	139	1	coupled	couple	VERB
app01-10740	139	2	by	by	ADP
app01-10740	139	3	shear	shear	NOUN
app01-10740	139	4	nothes	nothe	NOUN
app01-10740	139	5	and	and	CCONJ
app01-10740	139	6	studs	stud	NOUN
app01-10740	139	7	1.86	1.86	NUM
app01-10740	139	8	155	155	NUM
app01-10740	139	9	21	21	NUM
app01-10740	139	10	95	95	NUM
app01-10740	139	11	23.2	23.2	NUM
app01-10740	139	12	table	table	NOUN
app01-10740	139	13	4	4	NUM
app01-10740	139	14	.	.	PUNCT
app01-10740	139	15	evaluation	evaluation	NOUN
app01-10740	139	16	of	of	ADP
app01-10740	139	17	the	the	DET
app01-10740	139	18	deformation	deformation	NOUN
app01-10740	139	19	and	and	CCONJ
app01-10740	139	20	maximum	maximum	ADJ
app01-10740	139	21	load	load	NOUN
app01-10740	139	22	of	of	ADP
app01-10740	139	23	the	the	DET
app01-10740	139	24	single	single	ADJ
app01-10740	139	25	-	-	PUNCT
app01-10740	139	26	hinged	hinge	VERB
app01-10740	139	27	footbridge	footbridge	NOUN
app01-10740	139	28	.	.	PUNCT
app01-10740	140	1	design	design	NOUN
app01-10740	140	2	option	option	NOUN
app01-10740	140	3	uq	uq	NOUN
app01-10740	140	4	usage	usage	NOUN
app01-10740	140	5	qmax	qmax	NOUN
app01-10740	140	6	usage	usage	NOUN
app01-10740	140	7	utot	utot	NOUN
app01-10740	141	1	[	[	X
app01-10740	141	2	mm	mm	X
app01-10740	141	3	]	]	X
app01-10740	142	1	[	[	X
app01-10740	142	2	%	%	X
app01-10740	142	3	]	]	X
app01-10740	143	1	[	[	X
app01-10740	143	2	kn	kn	NOUN
app01-10740	143	3	m−2	m−2	PROPN
app01-10740	143	4	]	]	PUNCT
app01-10740	144	1	[	[	X
app01-10740	144	2	%	%	X
app01-10740	144	3	]	]	X
app01-10740	145	1	[	[	X
app01-10740	145	2	mm	mm	X
app01-10740	145	3	]	]	X
app01-10740	145	4	a	a	X
app01-10740	145	5	)	)	PUNCT
app01-10740	145	6	footbridge	footbridge	NOUN
app01-10740	145	7	in	in	ADP
app01-10740	145	8	ideal	ideal	ADJ
app01-10740	145	9	state	state	NOUN
app01-10740	145	10	11.3	11.3	NUM
app01-10740	145	11	100	100	NUM
app01-10740	145	12	10	10	NUM
app01-10740	145	13	100	100	NUM
app01-10740	145	14	58.9	58.9	NUM
app01-10740	145	15	b	b	NOUN
app01-10740	145	16	)	)	PUNCT
app01-10740	145	17	footbridge	footbridge	NOUN
app01-10740	145	18	in	in	ADP
app01-10740	145	19	degraded	degraded	ADJ
app01-10740	145	20	state	state	NOUN
app01-10740	145	21	46.8	46.8	NUM
app01-10740	145	22	414	414	NUM
app01-10740	145	23	6	6	NUM
app01-10740	145	24	60	60	NUM
app01-10740	145	25	417	417	NUM
app01-10740	145	26	c	c	NOUN
app01-10740	145	27	)	)	PUNCT
app01-10740	145	28	reinforced	reinforce	VERB
app01-10740	145	29	footbridge	footbridge	NOUN
app01-10740	145	30	.	.	PUNCT
app01-10740	146	1	coupled	couple	VERB
app01-10740	146	2	by	by	ADP
app01-10740	146	3	studs	stud	NOUN
app01-10740	146	4	.	.	PUNCT
app01-10740	147	1	with	with	ADP
app01-10740	147	2	shrinkage	shrinkage	NOUN
app01-10740	147	3	10.4	10.4	NUM
app01-10740	147	4	92	92	NUM
app01-10740	147	5	11.5	11.5	NUM
app01-10740	147	6	115	115	NUM
app01-10740	147	7	598	598	NUM
app01-10740	147	8	d	d	NOUN
app01-10740	147	9	)	)	PUNCT
app01-10740	147	10	reinforced	reinforce	VERB
app01-10740	147	11	footbridge	footbridge	NOUN
app01-10740	147	12	.	.	PUNCT
app01-10740	148	1	coupled	couple	VERB
app01-10740	148	2	by	by	ADP
app01-10740	148	3	studs	stud	NOUN
app01-10740	148	4	.	.	PUNCT
app01-10740	149	1	without	without	ADP
app01-10740	149	2	shrinkage	shrinkage	NOUN
app01-10740	149	3	9.8	9.8	NUM
app01-10740	149	4	87	87	NUM
app01-10740	149	5	12.5	12.5	NUM
app01-10740	149	6	125	125	NUM
app01-10740	149	7	544	544	NUM
app01-10740	149	8	e	e	NOUN
app01-10740	149	9	)	)	PUNCT
app01-10740	149	10	reinforced	reinforce	VERB
app01-10740	149	11	footbridge	footbridge	NOUN
app01-10740	149	12	.	.	PUNCT
app01-10740	150	1	coupled	couple	VERB
app01-10740	150	2	by	by	ADP
app01-10740	150	3	shear	shear	NOUN
app01-10740	150	4	nothes	nothe	NOUN
app01-10740	150	5	and	and	CCONJ
app01-10740	150	6	studs	stud	NOUN
app01-10740	150	7	7.5	7.5	NUM
app01-10740	150	8	66	66	NUM
app01-10740	150	9	13	13	NUM
app01-10740	150	10	130	130	NUM
app01-10740	150	11	206	206	NUM
app01-10740	150	12	table	table	NOUN
app01-10740	150	13	5	5	NUM
app01-10740	150	14	.	.	PUNCT
app01-10740	150	15	evaluation	evaluation	NOUN
app01-10740	150	16	of	of	ADP
app01-10740	150	17	the	the	DET
app01-10740	150	18	deformation	deformation	NOUN
app01-10740	150	19	and	and	CCONJ
app01-10740	150	20	maximum	maximum	ADJ
app01-10740	150	21	load	load	NOUN
app01-10740	150	22	of	of	ADP
app01-10740	150	23	the	the	DET
app01-10740	150	24	two	two	NUM
app01-10740	150	25	-	-	PUNCT
app01-10740	150	26	hinged	hinge	VERB
app01-10740	150	27	footbridge	footbridge	NOUN
app01-10740	150	28	.	.	PUNCT
app01-10740	151	1	for	for	ADP
app01-10740	151	2	all	all	DET
app01-10740	151	3	design	design	NOUN
app01-10740	151	4	options	option	NOUN
app01-10740	151	5	of	of	ADP
app01-10740	151	6	the	the	DET
app01-10740	151	7	two	two	NUM
app01-10740	151	8	-	-	PUNCT
app01-10740	151	9	hinged	hinge	VERB
app01-10740	151	10	footbridge	footbridge	NOUN
app01-10740	151	11	analysis	analysis	NOUN
app01-10740	151	12	,	,	PUNCT
app01-10740	151	13	failure	failure	NOUN
app01-10740	151	14	occurred	occur	VERB
app01-10740	151	15	in	in	ADP
app01-10740	151	16	the	the	DET
app01-10740	151	17	middle	middle	NOUN
app01-10740	151	18	of	of	ADP
app01-10740	151	19	the	the	DET
app01-10740	151	20	footbridge	footbridge	NOUN
app01-10740	151	21	span	span	NOUN
app01-10740	151	22	.	.	PUNCT
app01-10740	152	1	for	for	ADP
app01-10740	152	2	a	a	DET
app01-10740	152	3	service	service	NOUN
app01-10740	152	4	load	load	NOUN
app01-10740	152	5	of	of	ADP
app01-10740	152	6	5	5	NUM
app01-10740	152	7	kn	kn	NOUN
app01-10740	152	8	m−2	m−2	PROPN
app01-10740	152	9	,	,	PUNCT
app01-10740	152	10	a	a	DET
app01-10740	152	11	reduction	reduction	NOUN
app01-10740	152	12	in	in	ADP
app01-10740	152	13	deformation	deformation	NOUN
app01-10740	152	14	and	and	CCONJ
app01-10740	152	15	therefore	therefore	ADV
app01-10740	152	16	an	an	DET
app01-10740	152	17	increase	increase	NOUN
app01-10740	152	18	in	in	ADP
app01-10740	152	19	the	the	DET
app01-10740	152	20	resulting	result	VERB
app01-10740	152	21	stiffness	stiffness	NOUN
app01-10740	152	22	of	of	ADP
app01-10740	152	23	the	the	DET
app01-10740	152	24	structure	structure	NOUN
app01-10740	152	25	was	be	AUX
app01-10740	152	26	achieved	achieve	VERB
app01-10740	152	27	for	for	ADP
app01-10740	152	28	the	the	DET
app01-10740	152	29	design	design	NOUN
app01-10740	152	30	options	option	NOUN
app01-10740	152	31	considering	consider	VERB
app01-10740	152	32	a	a	DET
app01-10740	152	33	degraded	degraded	ADJ
app01-10740	152	34	structure	structure	NOUN
app01-10740	152	35	coupled	couple	VERB
app01-10740	152	36	to	to	ADP
app01-10740	152	37	a	a	DET
app01-10740	152	38	uhpfrc	uhpfrc	ADJ
app01-10740	152	39	slab	slab	NOUN
app01-10740	152	40	.	.	PUNCT
app01-10740	153	1	compared	compare	VERB
app01-10740	153	2	to	to	ADP
app01-10740	153	3	the	the	DET
app01-10740	153	4	unstrengthened	unstrengthened	ADJ
app01-10740	153	5	degraded	degraded	ADJ
app01-10740	153	6	structure	structure	NOUN
app01-10740	153	7	,	,	PUNCT
app01-10740	153	8	the	the	DET
app01-10740	153	9	resulting	result	VERB
app01-10740	153	10	values	value	NOUN
app01-10740	153	11	are	be	AUX
app01-10740	153	12	significantly	significantly	ADV
app01-10740	153	13	better	well	ADJ
app01-10740	153	14	.	.	PUNCT
app01-10740	154	1	in	in	ADP
app01-10740	154	2	the	the	DET
app01-10740	154	3	case	case	NOUN
app01-10740	154	4	of	of	ADP
app01-10740	154	5	the	the	DET
app01-10740	154	6	maximum	maximum	ADJ
app01-10740	154	7	load	load	NOUN
app01-10740	154	8	bearing	bear	VERB
app01-10740	154	9	capacity	capacity	NOUN
app01-10740	154	10	evaluation	evaluation	NOUN
app01-10740	154	11	,	,	PUNCT
app01-10740	154	12	for	for	ADP
app01-10740	154	13	design	design	NOUN
app01-10740	154	14	options	option	NOUN
app01-10740	154	15	of	of	ADP
app01-10740	154	16	degraded	degraded	ADJ
app01-10740	154	17	and	and	CCONJ
app01-10740	154	18	strenghtened	strenghtene	VERB
app01-10740	154	19	structure	structure	NOUN
app01-10740	154	20	a	a	DET
app01-10740	154	21	better	well	ADJ
app01-10740	154	22	load	load	NOUN
app01-10740	154	23	bearing	bear	VERB
app01-10740	154	24	capacity	capacity	NOUN
app01-10740	154	25	can	can	AUX
app01-10740	154	26	be	be	AUX
app01-10740	154	27	achieved	achieve	VERB
app01-10740	154	28	by	by	ADP
app01-10740	154	29	any	any	DET
app01-10740	154	30	method	method	NOUN
app01-10740	154	31	of	of	ADP
app01-10740	154	32	coupling	coupling	NOUN
app01-10740	154	33	than	than	ADP
app01-10740	154	34	for	for	ADP
app01-10740	154	35	the	the	DET
app01-10740	154	36	unstrengthened	unstrengthened	ADJ
app01-10740	154	37	structure	structure	NOUN
app01-10740	154	38	in	in	ADP
app01-10740	154	39	the	the	DET
app01-10740	154	40	ideal	ideal	ADJ
app01-10740	154	41	condition	condition	NOUN
app01-10740	154	42	.	.	PUNCT
app01-10740	155	1	when	when	SCONJ
app01-10740	155	2	comparing	compare	VERB
app01-10740	155	3	the	the	DET
app01-10740	155	4	degraded	degraded	ADJ
app01-10740	155	5	design	design	NOUN
app01-10740	155	6	option	option	NOUN
app01-10740	155	7	with	with	ADP
app01-10740	155	8	the	the	DET
app01-10740	155	9	options	option	NOUN
app01-10740	155	10	considering	consider	VERB
app01-10740	155	11	a	a	DET
app01-10740	155	12	strengthening	strengthen	VERB
app01-10740	155	13	plate	plate	NOUN
app01-10740	155	14	,	,	PUNCT
app01-10740	155	15	the	the	DET
app01-10740	155	16	resulting	result	VERB
app01-10740	155	17	load	load	NOUN
app01-10740	155	18	bearing	bear	VERB
app01-10740	155	19	capacity	capacity	NOUN
app01-10740	155	20	is	be	AUX
app01-10740	155	21	significantly	significantly	ADV
app01-10740	155	22	higher	high	ADJ
app01-10740	155	23	.	.	PUNCT
app01-10740	156	1	5	5	X
app01-10740	156	2	.	.	X
app01-10740	156	3	evaluation	evaluation	NOUN
app01-10740	156	4	of	of	ADP
app01-10740	156	5	the	the	DET
app01-10740	156	6	parametric	parametric	ADJ
app01-10740	156	7	study	study	NOUN
app01-10740	156	8	the	the	DET
app01-10740	156	9	parametric	parametric	ADJ
app01-10740	156	10	study	study	NOUN
app01-10740	156	11	was	be	AUX
app01-10740	156	12	carried	carry	VERB
app01-10740	156	13	out	out	ADP
app01-10740	156	14	for	for	ADP
app01-10740	156	15	a	a	DET
app01-10740	156	16	total	total	NOUN
app01-10740	156	17	of	of	ADP
app01-10740	156	18	15	15	NUM
app01-10740	156	19	different	different	ADJ
app01-10740	156	20	design	design	NOUN
app01-10740	156	21	options	option	NOUN
app01-10740	156	22	and	and	CCONJ
app01-10740	156	23	offers	offer	VERB
app01-10740	156	24	a	a	DET
app01-10740	156	25	range	range	NOUN
app01-10740	156	26	of	of	ADP
app01-10740	156	27	comparisons	comparison	NOUN
app01-10740	156	28	.	.	PUNCT
app01-10740	157	1	here	here	ADV
app01-10740	157	2	,	,	PUNCT
app01-10740	157	3	a	a	DET
app01-10740	157	4	comparison	comparison	NOUN
app01-10740	157	5	of	of	ADP
app01-10740	157	6	the	the	DET
app01-10740	157	7	load	load	NOUN
app01-10740	157	8	bearing	bear	VERB
app01-10740	157	9	capacity	capacity	NOUN
app01-10740	157	10	and	and	CCONJ
app01-10740	157	11	the	the	DET
app01-10740	157	12	stiffness	stiffness	NOUN
app01-10740	157	13	of	of	ADP
app01-10740	157	14	the	the	DET
app01-10740	157	15	different	different	ADJ
app01-10740	157	16	methods	method	NOUN
app01-10740	157	17	of	of	ADP
app01-10740	157	18	footbridge	footbridge	NOUN
app01-10740	157	19	supports	support	NOUN
app01-10740	157	20	was	be	AUX
app01-10740	157	21	made	make	VERB
app01-10740	157	22	first	first	ADJ
app01-10740	157	23	.	.	PUNCT
app01-10740	158	1	subsequently	subsequently	ADV
app01-10740	158	2	,	,	PUNCT
app01-10740	158	3	the	the	DET
app01-10740	158	4	contribution	contribution	NOUN
app01-10740	158	5	of	of	ADP
app01-10740	158	6	the	the	DET
app01-10740	158	7	strengthening	strengthening	NOUN
app01-10740	158	8	for	for	ADP
app01-10740	158	9	each	each	DET
app01-10740	158	10	degraded	degraded	ADJ
app01-10740	158	11	design	design	NOUN
app01-10740	158	12	option	option	NOUN
app01-10740	158	13	was	be	AUX
app01-10740	158	14	evaluated	evaluate	VERB
app01-10740	158	15	.	.	PUNCT
app01-10740	159	1	a	a	DET
app01-10740	159	2	critical	critical	ADJ
app01-10740	159	3	point	point	NOUN
app01-10740	159	4	where	where	SCONJ
app01-10740	159	5	failure	failure	NOUN
app01-10740	159	6	should	should	AUX
app01-10740	159	7	occur	occur	VERB
app01-10740	159	8	was	be	AUX
app01-10740	159	9	predicted	predict	VERB
app01-10740	159	10	by	by	ADP
app01-10740	159	11	analysing	analyse	VERB
app01-10740	159	12	the	the	DET
app01-10740	159	13	ideal	ideal	ADJ
app01-10740	159	14	structural	structural	ADJ
app01-10740	159	15	condition	condition	NOUN
app01-10740	159	16	for	for	ADP
app01-10740	159	17	each	each	DET
app01-10740	159	18	type	type	NOUN
app01-10740	159	19	of	of	ADP
app01-10740	159	20	footbridge	footbridge	NOUN
app01-10740	159	21	supports	support	NOUN
app01-10740	159	22	.	.	PUNCT
app01-10740	160	1	the	the	DET
app01-10740	160	2	critical	critical	ADJ
app01-10740	160	3	section	section	NOUN
app01-10740	160	4	for	for	ADP
app01-10740	160	5	the	the	DET
app01-10740	160	6	structure	structure	NOUN
app01-10740	160	7	fixed	fix	VERB
app01-10740	160	8	at	at	ADP
app01-10740	160	9	both	both	DET
app01-10740	160	10	ends	end	NOUN
app01-10740	160	11	was	be	AUX
app01-10740	160	12	the	the	DET
app01-10740	160	13	section	section	NOUN
app01-10740	160	14	at	at	ADP
app01-10740	160	15	the	the	DET
app01-10740	160	16	tank	tank	NOUN
app01-10740	160	17	wall	wall	NOUN
app01-10740	160	18	(	(	PUNCT
app01-10740	160	19	at	at	ADP
app01-10740	160	20	the	the	DET
app01-10740	160	21	left	left	ADJ
app01-10740	160	22	fixed	fix	VERB
app01-10740	160	23	support	support	NOUN
app01-10740	160	24	)	)	PUNCT
app01-10740	160	25	.	.	PUNCT
app01-10740	161	1	for	for	ADP
app01-10740	161	2	the	the	DET
app01-10740	161	3	single	single	ADJ
app01-10740	161	4	-	-	PUNCT
app01-10740	161	5	hinged	hinge	VERB
app01-10740	161	6	structure	structure	NOUN
app01-10740	161	7	,	,	PUNCT
app01-10740	161	8	this	this	PRON
app01-10740	161	9	was	be	AUX
app01-10740	161	10	the	the	DET
app01-10740	161	11	mid	mid	NOUN
app01-10740	161	12	-	-	NOUN
app01-10740	161	13	span	span	NOUN
app01-10740	161	14	of	of	ADP
app01-10740	161	15	the	the	DET
app01-10740	161	16	footbridge	footbridge	NOUN
app01-10740	161	17	.	.	PUNCT
app01-10740	162	1	for	for	ADP
app01-10740	162	2	the	the	DET
app01-10740	162	3	footbridge	footbridge	NOUN
app01-10740	162	4	supported	support	VERB
app01-10740	162	5	by	by	ADP
app01-10740	162	6	hinges	hinge	NOUN
app01-10740	162	7	,	,	PUNCT
app01-10740	162	8	the	the	DET
app01-10740	162	9	critical	critical	ADJ
app01-10740	162	10	section	section	NOUN
app01-10740	162	11	is	be	AUX
app01-10740	162	12	located	locate	VERB
app01-10740	162	13	in	in	ADP
app01-10740	162	14	the	the	DET
app01-10740	162	15	centre	centre	NOUN
app01-10740	162	16	of	of	ADP
app01-10740	162	17	span	span	NOUN
app01-10740	162	18	.	.	PUNCT
app01-10740	163	1	the	the	DET
app01-10740	163	2	performed	perform	VERB
app01-10740	163	3	analyses	analysis	NOUN
app01-10740	163	4	confirmed	confirm	VERB
app01-10740	163	5	these	these	DET
app01-10740	163	6	assumptions	assumption	NOUN
app01-10740	163	7	.	.	PUNCT
app01-10740	164	1	for	for	ADP
app01-10740	164	2	all	all	DET
app01-10740	164	3	design	design	NOUN
app01-10740	164	4	options	option	NOUN
app01-10740	164	5	of	of	ADP
app01-10740	164	6	each	each	DET
app01-10740	164	7	structural	structural	ADJ
app01-10740	164	8	system	system	NOUN
app01-10740	164	9	,	,	PUNCT
app01-10740	164	10	failure	failure	NOUN
app01-10740	164	11	occurred	occur	VERB
app01-10740	164	12	at	at	ADP
app01-10740	164	13	the	the	DET
app01-10740	164	14	predicted	predict	VERB
app01-10740	164	15	location	location	NOUN
app01-10740	164	16	.	.	PUNCT
app01-10740	165	1	the	the	DET
app01-10740	165	2	comparison	comparison	NOUN
app01-10740	165	3	of	of	ADP
app01-10740	165	4	the	the	DET
app01-10740	165	5	stiffness	stiffness	NOUN
app01-10740	165	6	and	and	CCONJ
app01-10740	165	7	load	load	NOUN
app01-10740	165	8	bearing	bear	VERB
app01-10740	165	9	capacity	capacity	NOUN
app01-10740	165	10	of	of	ADP
app01-10740	165	11	the	the	DET
app01-10740	165	12	individual	individual	ADJ
app01-10740	165	13	variants	variant	NOUN
app01-10740	165	14	of	of	ADP
app01-10740	165	15	the	the	DET
app01-10740	165	16	footbridge	footbridge	NOUN
app01-10740	165	17	supports	support	VERB
app01-10740	165	18	in	in	ADP
app01-10740	165	19	the	the	DET
app01-10740	165	20	ideal	ideal	ADJ
app01-10740	165	21	condition	condition	NOUN
app01-10740	165	22	was	be	AUX
app01-10740	165	23	carried	carry	VERB
app01-10740	165	24	out	out	ADP
app01-10740	165	25	for	for	ADP
app01-10740	165	26	the	the	DET
app01-10740	165	27	maximum	maximum	ADV
app01-10740	165	28	achieved	achieve	VERB
app01-10740	165	29	load	load	NOUN
app01-10740	165	30	bearing	bear	VERB
app01-10740	165	31	capacity	capacity	NOUN
app01-10740	165	32	qmax	qmax	NOUN
app01-10740	165	33	and	and	CCONJ
app01-10740	165	34	for	for	ADP
app01-10740	165	35	the	the	DET
app01-10740	165	36	deformation	deformation	NOUN
app01-10740	165	37	(	(	PUNCT
app01-10740	165	38	uz	uz	PROPN
app01-10740	165	39	)	)	PUNCT
app01-10740	165	40	from	from	ADP
app01-10740	165	41	the	the	DET
app01-10740	165	42	applied	apply	VERB
app01-10740	165	43	service	service	NOUN
app01-10740	165	44	load	load	NOUN
app01-10740	165	45	(	(	PUNCT
app01-10740	165	46	5	5	NUM
app01-10740	165	47	kn	kn	PROPN
app01-10740	165	48	m−2	m−2	PROPN
app01-10740	165	49	)	)	PUNCT
app01-10740	165	50	.	.	PUNCT
app01-10740	166	1	the	the	DET
app01-10740	166	2	reference	reference	NOUN
app01-10740	166	3	is	be	AUX
app01-10740	166	4	the	the	DET
app01-10740	166	5	load	load	NOUN
app01-10740	166	6	bearing	bear	VERB
app01-10740	166	7	capacity	capacity	NOUN
app01-10740	166	8	of	of	ADP
app01-10740	166	9	the	the	DET
app01-10740	166	10	footbridge	footbridge	NOUN
app01-10740	166	11	fixed	fix	VERB
app01-10740	166	12	at	at	ADP
app01-10740	166	13	both	both	DET
app01-10740	166	14	ends	end	NOUN
app01-10740	166	15	.	.	PUNCT
app01-10740	167	1	the	the	DET
app01-10740	167	2	results	result	NOUN
app01-10740	167	3	are	be	AUX
app01-10740	167	4	given	give	VERB
app01-10740	167	5	in	in	ADP
app01-10740	167	6	table	table	NOUN
app01-10740	167	7	6	6	NUM
app01-10740	167	8	.	.	PUNCT
app01-10740	167	9	structural	structural	ADJ
app01-10740	167	10	system	system	NOUN
app01-10740	167	11	qmax	qmax	NOUN
app01-10740	167	12	usage	usage	NOUN
app01-10740	167	13	uz	uz	NOUN
app01-10740	167	14	usage	usage	NOUN
app01-10740	168	1	[	[	X
app01-10740	168	2	kn	kn	NOUN
app01-10740	168	3	m−2	m−2	PROPN
app01-10740	168	4	]	]	PUNCT
app01-10740	169	1	[	[	X
app01-10740	169	2	%	%	X
app01-10740	169	3	]	]	X
app01-10740	170	1	[	[	X
app01-10740	170	2	mm	mm	X
app01-10740	170	3	]	]	X
app01-10740	170	4	[	[	X
app01-10740	170	5	%	%	X
app01-10740	170	6	]	]	X
app01-10740	170	7	fixed	fix	VERB
app01-10740	170	8	support	support	NOUN
app01-10740	170	9	(	(	PUNCT
app01-10740	170	10	both	both	PRON
app01-10740	170	11	ends	end	VERB
app01-10740	170	12	)	)	PUNCT
app01-10740	170	13	30	30	NUM
app01-10740	170	14	100	100	NUM
app01-10740	170	15	0.63	0.63	NUM
app01-10740	170	16	100	100	NUM
app01-10740	170	17	hinged	hinge	VERB
app01-10740	170	18	support	support	NOUN
app01-10740	170	19	(	(	PUNCT
app01-10740	170	20	one	one	NUM
app01-10740	170	21	side	side	NOUN
app01-10740	170	22	)	)	PUNCT
app01-10740	170	23	22	22	NUM
app01-10740	170	24	73.3	73.3	NUM
app01-10740	170	25	1.2	1.2	NUM
app01-10740	170	26	190.5	190.5	NUM
app01-10740	170	27	hinged	hinge	VERB
app01-10740	170	28	support	support	NOUN
app01-10740	170	29	(	(	PUNCT
app01-10740	170	30	both	both	PRON
app01-10740	170	31	ends	end	VERB
app01-10740	170	32	)	)	PUNCT
app01-10740	170	33	10	10	NUM
app01-10740	170	34	33.3	33.3	NUM
app01-10740	170	35	11.3	11.3	NUM
app01-10740	170	36	1	1	NUM
app01-10740	170	37	793	793	NUM
app01-10740	170	38	table	table	NOUN
app01-10740	170	39	6	6	NUM
app01-10740	170	40	.	.	PUNCT
app01-10740	170	41	comparison	comparison	NOUN
app01-10740	170	42	of	of	ADP
app01-10740	170	43	load	load	NOUN
app01-10740	170	44	bearing	bear	VERB
app01-10740	170	45	capacity	capacity	NOUN
app01-10740	170	46	and	and	CCONJ
app01-10740	170	47	stiffness	stiffness	NOUN
app01-10740	170	48	of	of	ADP
app01-10740	170	49	the	the	DET
app01-10740	170	50	analysed	analyse	VERB
app01-10740	170	51	structural	structural	ADJ
app01-10740	170	52	systems	system	NOUN
app01-10740	170	53	.	.	PUNCT
app01-10740	171	1	46	46	NUM
app01-10740	171	2	vol	vol	NOUN
app01-10740	171	3	.	.	PUNCT
app01-10740	172	1	53/2025	53/2025	NUM
app01-10740	172	2	parametric	parametric	ADJ
app01-10740	172	3	study	study	NOUN
app01-10740	172	4	of	of	ADP
app01-10740	172	5	a	a	DET
app01-10740	172	6	reinforced	reinforce	VERB
app01-10740	172	7	concrete	concrete	ADJ
app01-10740	172	8	footbridge	footbridge	NOUN
app01-10740	172	9	strengthened	strengthen	VERB
app01-10740	172	10	by	by	ADP
app01-10740	172	11	a	a	DET
app01-10740	172	12	layer	layer	NOUN
app01-10740	172	13	of	of	ADP
app01-10740	172	14	uhpfrc	uhpfrc	ADJ
app01-10740	172	15	structural	structural	ADJ
app01-10740	172	16	system	system	NOUN
app01-10740	172	17	qmax	qmax	NOUN
app01-10740	172	18	usage	usage	NOUN
app01-10740	172	19	uz	uz	NOUN
app01-10740	172	20	usage	usage	NOUN
app01-10740	173	1	[	[	X
app01-10740	173	2	kn	kn	NOUN
app01-10740	173	3	m−2	m−2	PROPN
app01-10740	173	4	]	]	PUNCT
app01-10740	174	1	[	[	X
app01-10740	174	2	%	%	X
app01-10740	174	3	]	]	X
app01-10740	175	1	[	[	X
app01-10740	175	2	mm	mm	X
app01-10740	175	3	]	]	X
app01-10740	175	4	[	[	X
app01-10740	175	5	%	%	X
app01-10740	175	6	]	]	X
app01-10740	175	7	b	b	X
app01-10740	175	8	)	)	PUNCT
app01-10740	175	9	footbridge	footbridge	NOUN
app01-10740	175	10	in	in	ADP
app01-10740	175	11	degraded	degraded	ADJ
app01-10740	175	12	state	state	NOUN
app01-10740	175	13	26	26	NUM
app01-10740	175	14	100	100	NUM
app01-10740	175	15	1.45	1.45	NUM
app01-10740	175	16	100	100	NUM
app01-10740	175	17	c	c	NOUN
app01-10740	175	18	)	)	PUNCT
app01-10740	175	19	reinforced	reinforce	VERB
app01-10740	175	20	footbridge	footbridge	NOUN
app01-10740	175	21	.	.	PUNCT
app01-10740	176	1	coupled	couple	VERB
app01-10740	176	2	by	by	ADP
app01-10740	176	3	studs	stud	NOUN
app01-10740	176	4	.	.	PUNCT
app01-10740	177	1	with	with	ADP
app01-10740	177	2	shrinkage	shrinkage	NOUN
app01-10740	177	3	30	30	NUM
app01-10740	177	4	115.4	115.4	NUM
app01-10740	177	5	1.93	1.93	NUM
app01-10740	177	6	133.1	133.1	NUM
app01-10740	177	7	d	d	NOUN
app01-10740	177	8	)	)	PUNCT
app01-10740	177	9	reinforced	reinforce	VERB
app01-10740	177	10	footbridge	footbridge	NOUN
app01-10740	177	11	.	.	PUNCT
app01-10740	178	1	coupled	couple	VERB
app01-10740	178	2	by	by	ADP
app01-10740	178	3	studs	stud	NOUN
app01-10740	178	4	.	.	PUNCT
app01-10740	179	1	without	without	ADP
app01-10740	179	2	shrinkage	shrinkage	NOUN
app01-10740	179	3	30	30	NUM
app01-10740	179	4	115.4	115.4	NUM
app01-10740	179	5	1.26	1.26	NUM
app01-10740	179	6	86.9	86.9	NUM
app01-10740	179	7	e	e	NOUN
app01-10740	179	8	)	)	PUNCT
app01-10740	179	9	reinforced	reinforce	VERB
app01-10740	179	10	footbridge	footbridge	NOUN
app01-10740	179	11	.	.	PUNCT
app01-10740	180	1	coupled	couple	VERB
app01-10740	180	2	by	by	ADP
app01-10740	180	3	shear	shear	NOUN
app01-10740	180	4	nothes	nothe	NOUN
app01-10740	180	5	and	and	CCONJ
app01-10740	180	6	studs	stud	NOUN
app01-10740	180	7	30	30	NUM
app01-10740	180	8	115.4	115.4	NUM
app01-10740	180	9	0.73	0.73	NUM
app01-10740	180	10	50.3	50.3	NUM
app01-10740	180	11	table	table	NOUN
app01-10740	180	12	7	7	NUM
app01-10740	180	13	.	.	PUNCT
app01-10740	180	14	comparison	comparison	NOUN
app01-10740	180	15	of	of	ADP
app01-10740	180	16	load	load	NOUN
app01-10740	180	17	bearing	bear	VERB
app01-10740	180	18	capacity	capacity	NOUN
app01-10740	180	19	and	and	CCONJ
app01-10740	180	20	stiffness	stiffness	NOUN
app01-10740	180	21	of	of	ADP
app01-10740	180	22	the	the	DET
app01-10740	180	23	footbridge	footbridge	NOUN
app01-10740	180	24	fixed	fix	VERB
app01-10740	180	25	at	at	ADP
app01-10740	180	26	both	both	DET
app01-10740	180	27	ends	end	NOUN
app01-10740	180	28	,	,	PUNCT
app01-10740	180	29	15	15	NUM
app01-10740	180	30	%	%	NOUN
app01-10740	180	31	reduction	reduction	NOUN
app01-10740	180	32	of	of	ADP
app01-10740	180	33	reinforcement	reinforcement	NOUN
app01-10740	180	34	cross	cross	ADJ
app01-10740	180	35	-	-	ADJ
app01-10740	180	36	sectional	sectional	ADJ
app01-10740	180	37	area	area	NOUN
app01-10740	180	38	.	.	PUNCT
app01-10740	181	1	structural	structural	ADJ
app01-10740	181	2	system	system	NOUN
app01-10740	181	3	qmax	qmax	NOUN
app01-10740	181	4	usage	usage	NOUN
app01-10740	181	5	uz	uz	NOUN
app01-10740	181	6	usage	usage	NOUN
app01-10740	182	1	[	[	X
app01-10740	182	2	kn	kn	NOUN
app01-10740	182	3	m−2	m−2	PROPN
app01-10740	182	4	]	]	PUNCT
app01-10740	183	1	[	[	X
app01-10740	183	2	%	%	X
app01-10740	183	3	]	]	X
app01-10740	184	1	[	[	X
app01-10740	184	2	mm	mm	X
app01-10740	184	3	]	]	X
app01-10740	184	4	[	[	X
app01-10740	184	5	%	%	X
app01-10740	184	6	]	]	X
app01-10740	184	7	b	b	X
app01-10740	184	8	)	)	PUNCT
app01-10740	184	9	footbridge	footbridge	NOUN
app01-10740	184	10	in	in	ADP
app01-10740	184	11	degraded	degraded	ADJ
app01-10740	184	12	state	state	NOUN
app01-10740	184	13	17	17	NUM
app01-10740	184	14	100	100	NUM
app01-10740	184	15	4.2	4.2	NUM
app01-10740	184	16	100	100	NUM
app01-10740	184	17	c	c	NOUN
app01-10740	184	18	)	)	PUNCT
app01-10740	184	19	reinforced	reinforce	VERB
app01-10740	184	20	footbridge	footbridge	NOUN
app01-10740	184	21	.	.	PUNCT
app01-10740	185	1	coupled	couple	VERB
app01-10740	185	2	by	by	ADP
app01-10740	185	3	studs	stud	NOUN
app01-10740	185	4	.	.	PUNCT
app01-10740	186	1	with	with	ADP
app01-10740	186	2	shrinkage	shrinkage	NOUN
app01-10740	186	3	19	19	NUM
app01-10740	186	4	117.6	117.6	NUM
app01-10740	186	5	5.13	5.13	NUM
app01-10740	186	6	122.1	122.1	NUM
app01-10740	186	7	d	d	NOUN
app01-10740	186	8	)	)	PUNCT
app01-10740	186	9	reinforced	reinforce	VERB
app01-10740	186	10	footbridge	footbridge	NOUN
app01-10740	186	11	.	.	PUNCT
app01-10740	187	1	coupled	couple	VERB
app01-10740	187	2	by	by	ADP
app01-10740	187	3	studs	stud	NOUN
app01-10740	187	4	.	.	PUNCT
app01-10740	188	1	without	without	ADP
app01-10740	188	2	shrinkage	shrinkage	NOUN
app01-10740	188	3	19	19	NUM
app01-10740	188	4	117.6	117.6	NUM
app01-10740	188	5	3.51	3.51	NUM
app01-10740	188	6	83.6	83.6	NUM
app01-10740	188	7	e	e	NOUN
app01-10740	188	8	)	)	PUNCT
app01-10740	188	9	reinforced	reinforce	VERB
app01-10740	188	10	footbridge	footbridge	NOUN
app01-10740	188	11	.	.	PUNCT
app01-10740	189	1	coupled	couple	VERB
app01-10740	189	2	by	by	ADP
app01-10740	189	3	shear	shear	NOUN
app01-10740	189	4	nothes	nothe	NOUN
app01-10740	189	5	and	and	CCONJ
app01-10740	189	6	studs	stud	NOUN
app01-10740	189	7	21	21	NUM
app01-10740	189	8	123.5	123.5	NUM
app01-10740	189	9	1.86	1.86	NUM
app01-10740	189	10	44.3	44.3	NUM
app01-10740	189	11	table	table	NOUN
app01-10740	189	12	8	8	NUM
app01-10740	189	13	.	.	PUNCT
app01-10740	189	14	comparison	comparison	NOUN
app01-10740	189	15	of	of	ADP
app01-10740	189	16	load	load	NOUN
app01-10740	189	17	bearing	bear	VERB
app01-10740	189	18	capacity	capacity	NOUN
app01-10740	189	19	and	and	CCONJ
app01-10740	189	20	stiffness	stiffness	NOUN
app01-10740	189	21	of	of	ADP
app01-10740	189	22	the	the	DET
app01-10740	189	23	single	single	ADJ
app01-10740	189	24	-	-	PUNCT
app01-10740	189	25	hinged	hinge	VERB
app01-10740	189	26	footbridge	footbridge	NOUN
app01-10740	189	27	,	,	PUNCT
app01-10740	189	28	15	15	NUM
app01-10740	189	29	%	%	NOUN
app01-10740	189	30	reduction	reduction	NOUN
app01-10740	189	31	of	of	ADP
app01-10740	189	32	reinforcement	reinforcement	NOUN
app01-10740	189	33	cross	cross	ADJ
app01-10740	189	34	-	-	ADJ
app01-10740	189	35	sectional	sectional	ADJ
app01-10740	189	36	area	area	NOUN
app01-10740	189	37	.	.	PUNCT
app01-10740	190	1	structural	structural	ADJ
app01-10740	190	2	system	system	NOUN
app01-10740	190	3	qmax	qmax	NOUN
app01-10740	190	4	usage	usage	NOUN
app01-10740	190	5	uz	uz	NOUN
app01-10740	190	6	usage	usage	NOUN
app01-10740	191	1	[	[	X
app01-10740	191	2	kn	kn	NOUN
app01-10740	191	3	m−2	m−2	PROPN
app01-10740	191	4	]	]	PUNCT
app01-10740	192	1	[	[	X
app01-10740	192	2	%	%	X
app01-10740	192	3	]	]	X
app01-10740	193	1	[	[	X
app01-10740	193	2	mm	mm	X
app01-10740	193	3	]	]	X
app01-10740	193	4	[	[	X
app01-10740	193	5	%	%	X
app01-10740	193	6	]	]	X
app01-10740	193	7	b	b	X
app01-10740	193	8	)	)	PUNCT
app01-10740	193	9	footbridge	footbridge	NOUN
app01-10740	193	10	in	in	ADP
app01-10740	193	11	degraded	degraded	ADJ
app01-10740	193	12	state	state	NOUN
app01-10740	193	13	6	6	NUM
app01-10740	193	14	100	100	NUM
app01-10740	193	15	46.8	46.8	NUM
app01-10740	193	16	100	100	NUM
app01-10740	193	17	c	c	NOUN
app01-10740	193	18	)	)	PUNCT
app01-10740	193	19	reinforced	reinforce	VERB
app01-10740	193	20	footbridge	footbridge	NOUN
app01-10740	193	21	.	.	PUNCT
app01-10740	194	1	coupled	couple	VERB
app01-10740	194	2	by	by	ADP
app01-10740	194	3	studs	stud	NOUN
app01-10740	194	4	.	.	PUNCT
app01-10740	195	1	with	with	ADP
app01-10740	195	2	shrinkage	shrinkage	NOUN
app01-10740	195	3	11.5	11.5	NUM
app01-10740	195	4	191.7	191.7	NUM
app01-10740	195	5	10.4	10.4	NUM
app01-10740	195	6	22.2	22.2	NUM
app01-10740	195	7	d	d	NOUN
app01-10740	195	8	)	)	PUNCT
app01-10740	195	9	reinforced	reinforce	VERB
app01-10740	195	10	footbridge	footbridge	NOUN
app01-10740	195	11	.	.	PUNCT
app01-10740	196	1	coupled	couple	VERB
app01-10740	196	2	by	by	ADP
app01-10740	196	3	studs	stud	NOUN
app01-10740	196	4	.	.	PUNCT
app01-10740	197	1	without	without	ADP
app01-10740	197	2	shrinkage	shrinkage	NOUN
app01-10740	197	3	12.5	12.5	NUM
app01-10740	197	4	203.3	203.3	NUM
app01-10740	197	5	9.8	9.8	NUM
app01-10740	197	6	20.9	20.9	NUM
app01-10740	197	7	e	e	NOUN
app01-10740	197	8	)	)	PUNCT
app01-10740	197	9	reinforced	reinforce	VERB
app01-10740	197	10	footbridge	footbridge	NOUN
app01-10740	197	11	.	.	PUNCT
app01-10740	198	1	coupled	couple	VERB
app01-10740	198	2	by	by	ADP
app01-10740	198	3	shear	shear	NOUN
app01-10740	198	4	nothes	nothe	NOUN
app01-10740	198	5	and	and	CCONJ
app01-10740	198	6	studs	stud	NOUN
app01-10740	198	7	13	13	NUM
app01-10740	198	8	216.7	216.7	NUM
app01-10740	198	9	7.47	7.47	NUM
app01-10740	198	10	16.0	16.0	NUM
app01-10740	198	11	table	table	NOUN
app01-10740	198	12	9	9	NUM
app01-10740	198	13	.	.	PUNCT
app01-10740	198	14	comparison	comparison	NOUN
app01-10740	198	15	of	of	ADP
app01-10740	198	16	load	load	NOUN
app01-10740	198	17	bearing	bear	VERB
app01-10740	198	18	capacity	capacity	NOUN
app01-10740	198	19	and	and	CCONJ
app01-10740	198	20	stiffness	stiffness	NOUN
app01-10740	198	21	of	of	ADP
app01-10740	198	22	the	the	DET
app01-10740	198	23	double	double	ADJ
app01-10740	198	24	-	-	PUNCT
app01-10740	198	25	hinged	hinge	VERB
app01-10740	198	26	footbridge	footbridge	NOUN
app01-10740	198	27	,	,	PUNCT
app01-10740	198	28	15	15	NUM
app01-10740	198	29	%	%	NOUN
app01-10740	198	30	reduction	reduction	NOUN
app01-10740	198	31	of	of	ADP
app01-10740	198	32	reinforcement	reinforcement	NOUN
app01-10740	198	33	cross	cross	ADJ
app01-10740	198	34	-	-	ADJ
app01-10740	198	35	sectional	sectional	ADJ
app01-10740	198	36	area	area	NOUN
app01-10740	198	37	.	.	PUNCT
app01-10740	199	1	table	table	NOUN
app01-10740	199	2	6	6	NUM
app01-10740	199	3	shows	show	VERB
app01-10740	199	4	that	that	SCONJ
app01-10740	199	5	,	,	PUNCT
app01-10740	199	6	according	accord	VERB
app01-10740	199	7	to	to	ADP
app01-10740	199	8	theoretical	theoretical	ADJ
app01-10740	199	9	assumptions	assumption	NOUN
app01-10740	199	10	,	,	PUNCT
app01-10740	199	11	the	the	DET
app01-10740	199	12	type	type	NOUN
app01-10740	199	13	of	of	ADP
app01-10740	199	14	support	support	NOUN
app01-10740	199	15	where	where	SCONJ
app01-10740	199	16	the	the	DET
app01-10740	199	17	footbridge	footbridge	NOUN
app01-10740	199	18	is	be	AUX
app01-10740	199	19	fixed	fix	VERB
app01-10740	199	20	at	at	ADP
app01-10740	199	21	both	both	DET
app01-10740	199	22	ends	end	NOUN
app01-10740	199	23	achieves	achieve	VERB
app01-10740	199	24	the	the	DET
app01-10740	199	25	highest	high	ADJ
app01-10740	199	26	load	load	NOUN
app01-10740	199	27	capacity	capacity	NOUN
app01-10740	199	28	and	and	CCONJ
app01-10740	199	29	stiffness	stiffness	NOUN
app01-10740	199	30	.	.	PUNCT
app01-10740	200	1	the	the	DET
app01-10740	200	2	load	load	NOUN
app01-10740	200	3	bearing	bear	VERB
app01-10740	200	4	capacity	capacity	NOUN
app01-10740	200	5	of	of	ADP
app01-10740	200	6	the	the	DET
app01-10740	200	7	structure	structure	NOUN
app01-10740	200	8	with	with	ADP
app01-10740	200	9	a	a	DET
app01-10740	200	10	hinge	hinge	NOUN
app01-10740	200	11	on	on	ADP
app01-10740	200	12	one	one	NUM
app01-10740	200	13	side	side	NOUN
app01-10740	200	14	is	be	AUX
app01-10740	200	15	26.7	26.7	NUM
app01-10740	200	16	%	%	NOUN
app01-10740	200	17	lower	low	ADJ
app01-10740	200	18	and	and	CCONJ
app01-10740	200	19	its	its	PRON
app01-10740	200	20	deformation	deformation	NOUN
app01-10740	200	21	is	be	AUX
app01-10740	200	22	90.5	90.5	NUM
app01-10740	200	23	%	%	NOUN
app01-10740	200	24	higher	high	ADJ
app01-10740	200	25	than	than	ADP
app01-10740	200	26	for	for	ADP
app01-10740	200	27	the	the	DET
app01-10740	200	28	structure	structure	NOUN
app01-10740	200	29	fixed	fix	VERB
app01-10740	200	30	on	on	ADP
app01-10740	200	31	both	both	DET
app01-10740	200	32	sides	side	NOUN
app01-10740	200	33	.	.	PUNCT
app01-10740	201	1	the	the	DET
app01-10740	201	2	variant	variant	NOUN
app01-10740	201	3	with	with	ADP
app01-10740	201	4	hinges	hinge	NOUN
app01-10740	201	5	at	at	ADP
app01-10740	201	6	both	both	DET
app01-10740	201	7	ends	end	NOUN
app01-10740	201	8	has	have	VERB
app01-10740	201	9	clearly	clearly	ADV
app01-10740	201	10	the	the	DET
app01-10740	201	11	lowest	low	ADJ
app01-10740	201	12	load	load	NOUN
app01-10740	201	13	bearing	bear	VERB
app01-10740	201	14	capacity	capacity	NOUN
app01-10740	201	15	and	and	CCONJ
app01-10740	201	16	stiffness	stiffness	NOUN
app01-10740	201	17	.	.	PUNCT
app01-10740	202	1	it	it	PRON
app01-10740	202	2	has	have	VERB
app01-10740	202	3	66.7	66.7	NUM
app01-10740	202	4	%	%	NOUN
app01-10740	202	5	lower	low	ADJ
app01-10740	202	6	load	load	NOUN
app01-10740	202	7	bearing	bear	VERB
app01-10740	202	8	capacity	capacity	NOUN
app01-10740	202	9	and	and	CCONJ
app01-10740	202	10	1	1	NUM
app01-10740	202	11	693	693	NUM
app01-10740	202	12	%	%	NOUN
app01-10740	202	13	higher	high	ADJ
app01-10740	202	14	deformation	deformation	NOUN
app01-10740	202	15	than	than	ADP
app01-10740	202	16	the	the	DET
app01-10740	202	17	footbridge	footbridge	NOUN
app01-10740	202	18	fixed	fix	VERB
app01-10740	202	19	at	at	ADP
app01-10740	202	20	both	both	DET
app01-10740	202	21	ends	end	NOUN
app01-10740	202	22	.	.	PUNCT
app01-10740	203	1	another	another	DET
app01-10740	203	2	comparison	comparison	NOUN
app01-10740	203	3	will	will	AUX
app01-10740	203	4	be	be	AUX
app01-10740	203	5	made	make	VERB
app01-10740	203	6	for	for	ADP
app01-10740	203	7	degraded	degraded	ADJ
app01-10740	203	8	structures	structure	NOUN
app01-10740	203	9	with	with	ADP
app01-10740	203	10	a	a	DET
app01-10740	203	11	15	15	NUM
app01-10740	203	12	%	%	NOUN
app01-10740	203	13	reduction	reduction	NOUN
app01-10740	203	14	of	of	ADP
app01-10740	203	15	the	the	DET
app01-10740	203	16	reinforcement	reinforcement	NOUN
app01-10740	203	17	cross	cross	ADJ
app01-10740	203	18	-	-	ADJ
app01-10740	203	19	sectional	sectional	ADJ
app01-10740	203	20	area	area	NOUN
app01-10740	203	21	due	due	ADP
app01-10740	203	22	to	to	ADP
app01-10740	203	23	corrosion	corrosion	NOUN
app01-10740	203	24	.	.	PUNCT
app01-10740	204	1	the	the	DET
app01-10740	204	2	same	same	ADJ
app01-10740	204	3	parameters	parameter	NOUN
app01-10740	204	4	will	will	AUX
app01-10740	204	5	be	be	AUX
app01-10740	204	6	compared	compare	VERB
app01-10740	204	7	as	as	ADP
app01-10740	204	8	in	in	ADP
app01-10740	204	9	the	the	DET
app01-10740	204	10	case	case	NOUN
app01-10740	204	11	of	of	ADP
app01-10740	204	12	the	the	DET
app01-10740	204	13	comparison	comparison	NOUN
app01-10740	204	14	of	of	ADP
app01-10740	204	15	structural	structural	ADJ
app01-10740	204	16	systems	system	NOUN
app01-10740	204	17	,	,	PUNCT
app01-10740	204	18	i.e.	i.e.	X
app01-10740	204	19	maximum	maximum	ADJ
app01-10740	204	20	load	load	NOUN
app01-10740	204	21	bearing	bear	VERB
app01-10740	204	22	capacity	capacity	NOUN
app01-10740	204	23	and	and	CCONJ
app01-10740	204	24	deformation	deformation	NOUN
app01-10740	204	25	from	from	ADP
app01-10740	204	26	the	the	DET
app01-10740	204	27	applied	apply	VERB
app01-10740	204	28	service	service	NOUN
app01-10740	204	29	load	load	NOUN
app01-10740	204	30	.	.	PUNCT
app01-10740	205	1	the	the	DET
app01-10740	205	2	evaluation	evaluation	NOUN
app01-10740	205	3	is	be	AUX
app01-10740	205	4	carried	carry	VERB
app01-10740	205	5	out	out	ADP
app01-10740	205	6	for	for	ADP
app01-10740	205	7	the	the	DET
app01-10740	205	8	footbridge	footbridge	NOUN
app01-10740	205	9	fixed	fix	VERB
app01-10740	205	10	at	at	ADP
app01-10740	205	11	both	both	DET
app01-10740	205	12	ends	end	NOUN
app01-10740	205	13	in	in	ADP
app01-10740	205	14	table	table	NOUN
app01-10740	205	15	7	7	NUM
app01-10740	205	16	,	,	PUNCT
app01-10740	205	17	for	for	ADP
app01-10740	205	18	the	the	DET
app01-10740	205	19	single	single	ADJ
app01-10740	205	20	-	-	PUNCT
app01-10740	205	21	hinged	hinge	VERB
app01-10740	205	22	footbridge	footbridge	NOUN
app01-10740	205	23	in	in	ADP
app01-10740	205	24	table	table	NOUN
app01-10740	205	25	8	8	NUM
app01-10740	205	26	and	and	CCONJ
app01-10740	205	27	for	for	ADP
app01-10740	205	28	the	the	DET
app01-10740	205	29	double	double	ADJ
app01-10740	205	30	-	-	PUNCT
app01-10740	205	31	hinged	hinge	VERB
app01-10740	205	32	footbridge	footbridge	NOUN
app01-10740	205	33	in	in	ADP
app01-10740	205	34	table	table	NOUN
app01-10740	205	35	9	9	NUM
app01-10740	205	36	.	.	PUNCT
app01-10740	206	1	design	design	NOUN
app01-10740	206	2	options	option	NOUN
app01-10740	206	3	b	b	PROPN
app01-10740	206	4	to	to	PART
app01-10740	206	5	e	e	PROPN
app01-10740	206	6	are	be	AUX
app01-10740	206	7	always	always	ADV
app01-10740	206	8	compared	compare	VERB
app01-10740	206	9	,	,	PUNCT
app01-10740	206	10	where	where	SCONJ
app01-10740	206	11	the	the	DET
app01-10740	206	12	reference	reference	NOUN
app01-10740	206	13	value	value	NOUN
app01-10740	206	14	is	be	AUX
app01-10740	206	15	the	the	DET
app01-10740	206	16	load	load	NOUN
app01-10740	206	17	capacity	capacity	NOUN
app01-10740	206	18	and	and	CCONJ
app01-10740	206	19	stiffness	stiffness	NOUN
app01-10740	206	20	of	of	ADP
app01-10740	206	21	the	the	DET
app01-10740	206	22	unstrengthened	unstrengthened	ADJ
app01-10740	206	23	structure	structure	NOUN
app01-10740	206	24	(	(	PUNCT
app01-10740	206	25	option	option	NOUN
app01-10740	206	26	b	b	NOUN
app01-10740	206	27	)	)	PUNCT
app01-10740	206	28	.	.	PUNCT
app01-10740	207	1	tables	table	NOUN
app01-10740	207	2	7–9	7–9	PRON
app01-10740	207	3	show	show	VERB
app01-10740	207	4	that	that	SCONJ
app01-10740	207	5	in	in	ADP
app01-10740	207	6	all	all	DET
app01-10740	207	7	cases	case	NOUN
app01-10740	207	8	the	the	DET
app01-10740	207	9	strengthening	strengthening	NOUN
app01-10740	207	10	of	of	ADP
app01-10740	207	11	the	the	DET
app01-10740	207	12	structure	structure	NOUN
app01-10740	207	13	increased	increase	VERB
app01-10740	207	14	its	its	PRON
app01-10740	207	15	load	load	NOUN
app01-10740	207	16	-	-	PUNCT
app01-10740	207	17	bearing	bear	VERB
app01-10740	207	18	capacity	capacity	NOUN
app01-10740	207	19	and	and	CCONJ
app01-10740	207	20	in	in	ADP
app01-10740	207	21	most	most	ADJ
app01-10740	207	22	cases	case	NOUN
app01-10740	207	23	also	also	ADV
app01-10740	207	24	reduced	reduce	VERB
app01-10740	207	25	the	the	DET
app01-10740	207	26	deformation	deformation	NOUN
app01-10740	207	27	of	of	ADP
app01-10740	207	28	the	the	DET
app01-10740	207	29	structure	structure	NOUN
app01-10740	207	30	from	from	ADP
app01-10740	207	31	the	the	DET
app01-10740	207	32	applied	apply	VERB
app01-10740	207	33	service	service	NOUN
app01-10740	207	34	load	load	NOUN
app01-10740	207	35	of	of	ADP
app01-10740	207	36	5	5	NUM
app01-10740	207	37	kn	kn	NOUN
app01-10740	207	38	m−2	m−2	PROPN
app01-10740	207	39	.	.	PUNCT
app01-10740	208	1	in	in	ADP
app01-10740	208	2	all	all	DET
app01-10740	208	3	cases	case	NOUN
app01-10740	208	4	,	,	PUNCT
app01-10740	208	5	the	the	DET
app01-10740	208	6	best	good	ADJ
app01-10740	208	7	results	result	NOUN
app01-10740	208	8	were	be	AUX
app01-10740	208	9	achieved	achieve	VERB
app01-10740	208	10	by	by	ADP
app01-10740	208	11	the	the	DET
app01-10740	208	12	proposed	propose	VERB
app01-10740	208	13	coupling	coupling	NOUN
app01-10740	208	14	solution	solution	NOUN
app01-10740	208	15	in	in	ADP
app01-10740	208	16	the	the	DET
app01-10740	208	17	form	form	NOUN
app01-10740	208	18	of	of	ADP
app01-10740	208	19	a	a	DET
app01-10740	208	20	combination	combination	NOUN
app01-10740	208	21	of	of	ADP
app01-10740	208	22	shear	shear	NOUN
app01-10740	208	23	notches	notch	NOUN
app01-10740	208	24	with	with	ADP
app01-10740	208	25	coupling	couple	VERB
app01-10740	208	26	studs	stud	NOUN
app01-10740	208	27	(	(	PUNCT
app01-10740	208	28	design	design	NOUN
app01-10740	208	29	option	option	NOUN
app01-10740	208	30	e	e	NOUN
app01-10740	208	31	)	)	PUNCT
app01-10740	208	32	.	.	PUNCT
app01-10740	209	1	for	for	ADP
app01-10740	209	2	the	the	DET
app01-10740	209	3	variants	variant	NOUN
app01-10740	209	4	of	of	ADP
app01-10740	209	5	the	the	DET
app01-10740	209	6	footbridge	footbridge	NOUN
app01-10740	209	7	fixed	fix	VERB
app01-10740	209	8	at	at	ADP
app01-10740	209	9	both	both	DET
app01-10740	209	10	ends	end	NOUN
app01-10740	209	11	and	and	CCONJ
app01-10740	209	12	the	the	DET
app01-10740	209	13	footbridge	footbridge	NOUN
app01-10740	209	14	with	with	ADP
app01-10740	209	15	one	one	NUM
app01-10740	209	16	hinge	hinge	NOUN
app01-10740	209	17	,	,	PUNCT
app01-10740	209	18	the	the	DET
app01-10740	209	19	increase	increase	NOUN
app01-10740	209	20	in	in	ADP
app01-10740	209	21	load	load	NOUN
app01-10740	209	22	bearing	bear	VERB
app01-10740	209	23	capacity	capacity	NOUN
app01-10740	209	24	is	be	AUX
app01-10740	209	25	similar	similar	ADJ
app01-10740	209	26	and	and	CCONJ
app01-10740	209	27	ranges	range	VERB
app01-10740	209	28	from	from	ADP
app01-10740	209	29	15–24	15–24	NUM
app01-10740	209	30	%	%	NOUN
app01-10740	209	31	.	.	PUNCT
app01-10740	210	1	the	the	DET
app01-10740	210	2	deformation	deformation	NOUN
app01-10740	210	3	is	be	AUX
app01-10740	210	4	higher	high	ADJ
app01-10740	210	5	for	for	ADP
app01-10740	210	6	the	the	DET
app01-10740	210	7	coupled	couple	VERB
app01-10740	210	8	structure	structure	NOUN
app01-10740	210	9	than	than	ADP
app01-10740	210	10	for	for	ADP
app01-10740	210	11	the	the	DET
app01-10740	210	12	un	un	ADJ
app01-10740	210	13	-	-	ADJ
app01-10740	210	14	coupled	couple	VERB
app01-10740	210	15	structure	structure	NOUN
app01-10740	210	16	when	when	SCONJ
app01-10740	210	17	considering	consider	VERB
app01-10740	210	18	the	the	DET
app01-10740	210	19	shrinkage	shrinkage	NOUN
app01-10740	210	20	of	of	ADP
app01-10740	210	21	the	the	DET
app01-10740	210	22	uhpfrc	uhpfrc	ADJ
app01-10740	210	23	slab	slab	NOUN
app01-10740	210	24	.	.	PUNCT
app01-10740	211	1	therefore	therefore	ADV
app01-10740	211	2	,	,	PUNCT
app01-10740	211	3	the	the	DET
app01-10740	211	4	shrinkage	shrinkage	NOUN
app01-10740	211	5	mainly	mainly	ADV
app01-10740	211	6	affects	affect	VERB
app01-10740	211	7	the	the	DET
app01-10740	211	8	stiffness	stiffness	NOUN
app01-10740	211	9	of	of	ADP
app01-10740	211	10	the	the	DET
app01-10740	211	11	structure	structure	NOUN
app01-10740	211	12	,	,	PUNCT
app01-10740	211	13	the	the	DET
app01-10740	211	14	load	load	NOUN
app01-10740	211	15	bearing	bear	VERB
app01-10740	211	16	capacity	capacity	NOUN
app01-10740	211	17	is	be	AUX
app01-10740	211	18	the	the	DET
app01-10740	211	19	same	same	ADJ
app01-10740	211	20	for	for	ADP
app01-10740	211	21	the	the	DET
app01-10740	211	22	variant	variant	NOUN
app01-10740	211	23	with	with	ADP
app01-10740	211	24	and	and	CCONJ
app01-10740	211	25	without	without	ADP
app01-10740	211	26	shrinkage	shrinkage	NOUN
app01-10740	211	27	.	.	PUNCT
app01-10740	212	1	the	the	DET
app01-10740	212	2	variant	variant	NOUN
app01-10740	212	3	with	with	ADP
app01-10740	212	4	hinged	hinge	VERB
app01-10740	212	5	support	support	NOUN
app01-10740	212	6	at	at	ADP
app01-10740	212	7	both	both	DET
app01-10740	212	8	ends	end	NOUN
app01-10740	212	9	has	have	VERB
app01-10740	212	10	a	a	DET
app01-10740	212	11	load	load	NOUN
app01-10740	212	12	bearing	bear	VERB
app01-10740	212	13	capacity	capacity	NOUN
app01-10740	212	14	for	for	ADP
app01-10740	212	15	the	the	DET
app01-10740	212	16	unstrengthened	unstrengthened	ADJ
app01-10740	212	17	and	and	CCONJ
app01-10740	212	18	degraded	degraded	ADJ
app01-10740	212	19	structure	structure	NOUN
app01-10740	212	20	that	that	PRON
app01-10740	212	21	is	be	AUX
app01-10740	212	22	only	only	ADV
app01-10740	212	23	slightly	slightly	ADV
app01-10740	212	24	higher	high	ADJ
app01-10740	212	25	than	than	ADP
app01-10740	212	26	the	the	DET
app01-10740	212	27	comparative	comparative	ADJ
app01-10740	212	28	load	load	NOUN
app01-10740	212	29	for	for	ADP
app01-10740	212	30	determining	determine	VERB
app01-10740	212	31	the	the	DET
app01-10740	212	32	deformation	deformation	NOUN
app01-10740	212	33	.	.	PUNCT
app01-10740	213	1	therefore	therefore	ADV
app01-10740	213	2	,	,	PUNCT
app01-10740	213	3	the	the	DET
app01-10740	213	4	unstrengthened	unstrengthened	ADJ
app01-10740	213	5	variant	variant	NOUN
app01-10740	213	6	of	of	ADP
app01-10740	213	7	the	the	DET
app01-10740	213	8	analysis	analysis	NOUN
app01-10740	213	9	has	have	VERB
app01-10740	213	10	a	a	DET
app01-10740	213	11	significant	significant	ADJ
app01-10740	213	12	deflection	deflection	NOUN
app01-10740	213	13	for	for	ADP
app01-10740	213	14	this	this	DET
app01-10740	213	15	load	load	NOUN
app01-10740	213	16	.	.	PUNCT
app01-10740	214	1	the	the	DET
app01-10740	214	2	deformation	deformation	NOUN
app01-10740	214	3	comparison	comparison	NOUN
app01-10740	214	4	is	be	AUX
app01-10740	214	5	therefore	therefore	ADV
app01-10740	214	6	somewhat	somewhat	ADV
app01-10740	214	7	biased	biased	ADJ
app01-10740	214	8	.	.	PUNCT
app01-10740	215	1	in	in	ADP
app01-10740	215	2	the	the	DET
app01-10740	215	3	case	case	NOUN
app01-10740	215	4	that	that	SCONJ
app01-10740	215	5	we	we	PRON
app01-10740	215	6	select	select	VERB
app01-10740	215	7	the	the	DET
app01-10740	215	8	design	design	NOUN
app01-10740	215	9	option	option	NOUN
app01-10740	215	10	in	in	ADP
app01-10740	215	11	the	the	DET
app01-10740	215	12	initial	initial	ADJ
app01-10740	215	13	condition	condition	NOUN
app01-10740	215	14	for	for	ADP
app01-10740	215	15	the	the	DET
app01-10740	215	16	double	double	ADJ
app01-10740	215	17	-	-	PUNCT
app01-10740	215	18	hinged	hinge	VERB
app01-10740	215	19	supported	support	VERB
app01-10740	215	20	structure	structure	NOUN
app01-10740	215	21	for	for	ADP
app01-10740	215	22	comparison	comparison	NOUN
app01-10740	215	23	(	(	PUNCT
app01-10740	215	24	table	table	NOUN
app01-10740	215	25	6	6	NUM
app01-10740	215	26	)	)	PUNCT
app01-10740	215	27	,	,	PUNCT
app01-10740	215	28	we	we	PRON
app01-10740	215	29	find	find	VERB
app01-10740	215	30	that	that	SCONJ
app01-10740	215	31	there	there	PRON
app01-10740	215	32	is	be	VERB
app01-10740	215	33	also	also	ADV
app01-10740	215	34	an	an	DET
app01-10740	215	35	increase	increase	NOUN
app01-10740	215	36	in	in	ADP
app01-10740	215	37	the	the	DET
app01-10740	215	38	load	load	NOUN
app01-10740	215	39	bearing	bear	VERB
app01-10740	215	40	capacity	capacity	NOUN
app01-10740	215	41	and	and	CCONJ
app01-10740	215	42	stiffness	stiffness	NOUN
app01-10740	215	43	of	of	ADP
app01-10740	215	44	the	the	DET
app01-10740	215	45	structure	structure	NOUN
app01-10740	215	46	for	for	ADP
app01-10740	215	47	all	all	PRON
app01-10740	215	48	strengthened	strengthen	VERB
app01-10740	215	49	degraded	degraded	ADJ
app01-10740	215	50	structures	structure	NOUN
app01-10740	215	51	.	.	PUNCT
app01-10740	216	1	thus	thus	ADV
app01-10740	216	2	,	,	PUNCT
app01-10740	216	3	the	the	DET
app01-10740	216	4	strengthening	strengthen	VERB
app01-10740	216	5	effect	effect	NOUN
app01-10740	216	6	is	be	AUX
app01-10740	216	7	most	most	ADV
app01-10740	216	8	effective	effective	ADJ
app01-10740	216	9	for	for	ADP
app01-10740	216	10	the	the	DET
app01-10740	216	11	hinged	hinge	VERB
app01-10740	216	12	-	-	PUNCT
app01-10740	216	13	supported	support	VERB
app01-10740	216	14	structure	structure	NOUN
app01-10740	216	15	(	(	PUNCT
app01-10740	216	16	simple	simple	ADJ
app01-10740	216	17	beam	beam	NOUN
app01-10740	216	18	)	)	PUNCT
app01-10740	216	19	.	.	PUNCT
app01-10740	217	1	47	47	NUM
app01-10740	217	2	p.	p.	PROPN
app01-10740	217	3	kněž	kněž	PROPN
app01-10740	217	4	,	,	PUNCT
app01-10740	217	5	m.	m.	NOUN
app01-10740	217	6	holý	holý	PROPN
app01-10740	217	7	,	,	PUNCT
app01-10740	217	8	j.	j.	PROPN
app01-10740	217	9	kolísko	kolísko	PROPN
app01-10740	217	10	acta	acta	PROPN
app01-10740	217	11	polytechnica	polytechnica	PROPN
app01-10740	217	12	ctu	ctu	NOUN
app01-10740	217	13	proceedings	proceeding	NOUN
app01-10740	217	14	6	6	NUM
app01-10740	217	15	.	.	PUNCT
app01-10740	217	16	conclusion	conclusion	NOUN
app01-10740	217	17	the	the	DET
app01-10740	217	18	parametric	parametric	ADJ
app01-10740	217	19	study	study	NOUN
app01-10740	217	20	was	be	AUX
app01-10740	217	21	aimed	aim	VERB
app01-10740	217	22	at	at	ADP
app01-10740	217	23	monitoring	monitor	VERB
app01-10740	217	24	the	the	DET
app01-10740	217	25	effects	effect	NOUN
app01-10740	217	26	of	of	ADP
app01-10740	217	27	strengthening	strengthen	VERB
app01-10740	217	28	of	of	ADP
app01-10740	217	29	existing	exist	VERB
app01-10740	217	30	reinforced	reinforce	VERB
app01-10740	217	31	concrete	concrete	ADJ
app01-10740	217	32	footbridge	footbridge	NOUN
app01-10740	217	33	with	with	ADP
app01-10740	217	34	a	a	DET
app01-10740	217	35	50	50	NUM
app01-10740	217	36	mm	mm	NOUN
app01-10740	217	37	thick	thick	ADJ
app01-10740	217	38	uhpfrc	uhpfrc	PROPN
app01-10740	217	39	slab	slab	NOUN
app01-10740	217	40	on	on	ADP
app01-10740	217	41	the	the	DET
app01-10740	217	42	upper	upper	ADJ
app01-10740	217	43	surface	surface	NOUN
app01-10740	217	44	.	.	PUNCT
app01-10740	218	1	it	it	PRON
app01-10740	218	2	investigated	investigate	VERB
app01-10740	218	3	the	the	DET
app01-10740	218	4	effect	effect	NOUN
app01-10740	218	5	of	of	ADP
app01-10740	218	6	different	different	ADJ
app01-10740	218	7	parameters	parameter	NOUN
app01-10740	218	8	affecting	affect	VERB
app01-10740	218	9	the	the	DET
app01-10740	218	10	stiffness	stiffness	NOUN
app01-10740	218	11	and	and	CCONJ
app01-10740	218	12	load	load	NOUN
app01-10740	218	13	bearing	bear	VERB
app01-10740	218	14	capacity	capacity	NOUN
app01-10740	218	15	of	of	ADP
app01-10740	218	16	the	the	DET
app01-10740	218	17	footbridge	footbridge	NOUN
app01-10740	218	18	(	(	PUNCT
app01-10740	218	19	different	different	ADJ
app01-10740	218	20	methods	method	NOUN
app01-10740	218	21	of	of	ADP
app01-10740	218	22	supporting	support	VERB
app01-10740	218	23	of	of	ADP
app01-10740	218	24	the	the	DET
app01-10740	218	25	footbridge	footbridge	NOUN
app01-10740	218	26	,	,	PUNCT
app01-10740	218	27	the	the	DET
app01-10740	218	28	effect	effect	NOUN
app01-10740	218	29	of	of	ADP
app01-10740	218	30	concrete	concrete	ADJ
app01-10740	218	31	degradation	degradation	NOUN
app01-10740	218	32	and	and	CCONJ
app01-10740	218	33	reinforcement	reinforcement	NOUN
app01-10740	218	34	corrosion	corrosion	NOUN
app01-10740	218	35	,	,	PUNCT
app01-10740	218	36	the	the	DET
app01-10740	218	37	method	method	NOUN
app01-10740	218	38	of	of	ADP
app01-10740	218	39	coupling	coupling	NOUN
app01-10740	218	40	of	of	ADP
app01-10740	218	41	reinforced	reinforce	VERB
app01-10740	218	42	concrete	concrete	NOUN
app01-10740	218	43	and	and	CCONJ
app01-10740	218	44	uhpfrc	uhpfrc	NOUN
app01-10740	218	45	and	and	CCONJ
app01-10740	218	46	the	the	DET
app01-10740	218	47	effect	effect	NOUN
app01-10740	218	48	of	of	ADP
app01-10740	218	49	shrinkage	shrinkage	NOUN
app01-10740	218	50	of	of	ADP
app01-10740	218	51	the	the	DET
app01-10740	218	52	strengthening	strengthen	VERB
app01-10740	218	53	slab	slab	NOUN
app01-10740	218	54	)	)	PUNCT
app01-10740	218	55	.	.	PUNCT
app01-10740	219	1	an	an	DET
app01-10740	219	2	analysis	analysis	NOUN
app01-10740	219	3	of	of	ADP
app01-10740	219	4	the	the	DET
app01-10740	219	5	ideal	ideal	ADJ
app01-10740	219	6	state	state	NOUN
app01-10740	219	7	of	of	ADP
app01-10740	219	8	the	the	DET
app01-10740	219	9	structure	structure	NOUN
app01-10740	219	10	without	without	ADP
app01-10740	219	11	strengthening	strengthen	VERB
app01-10740	219	12	and	and	CCONJ
app01-10740	219	13	concrete	concrete	ADJ
app01-10740	219	14	or	or	CCONJ
app01-10740	219	15	reinforcement	reinforcement	NOUN
app01-10740	219	16	degradation	degradation	NOUN
app01-10740	219	17	was	be	AUX
app01-10740	219	18	carried	carry	VERB
app01-10740	219	19	out	out	ADP
app01-10740	219	20	for	for	ADP
app01-10740	219	21	each	each	DET
app01-10740	219	22	support	support	NOUN
app01-10740	219	23	option	option	NOUN
app01-10740	219	24	.	.	PUNCT
app01-10740	220	1	this	this	PRON
app01-10740	220	2	was	be	AUX
app01-10740	220	3	followed	follow	VERB
app01-10740	220	4	by	by	ADP
app01-10740	220	5	an	an	DET
app01-10740	220	6	analysis	analysis	NOUN
app01-10740	220	7	for	for	ADP
app01-10740	220	8	structures	structure	NOUN
app01-10740	220	9	with	with	ADP
app01-10740	220	10	degraded	degraded	ADJ
app01-10740	220	11	concrete	concrete	NOUN
app01-10740	220	12	(	(	PUNCT
app01-10740	220	13	lower	low	ADJ
app01-10740	220	14	modulus	modulus	NOUN
app01-10740	220	15	of	of	ADP
app01-10740	220	16	elasticity	elasticity	NOUN
app01-10740	220	17	,	,	PUNCT
app01-10740	220	18	tensile	tensile	NOUN
app01-10740	220	19	and	and	CCONJ
app01-10740	220	20	compressive	compressive	ADJ
app01-10740	220	21	strength	strength	NOUN
app01-10740	220	22	)	)	PUNCT
app01-10740	220	23	and	and	CCONJ
app01-10740	220	24	with	with	ADP
app01-10740	220	25	a	a	DET
app01-10740	220	26	15	15	NUM
app01-10740	220	27	%	%	NOUN
app01-10740	220	28	reduction	reduction	NOUN
app01-10740	220	29	in	in	ADP
app01-10740	220	30	reinforcement	reinforcement	NOUN
app01-10740	220	31	cross	cross	ADJ
app01-10740	220	32	-	-	ADJ
app01-10740	220	33	sectional	sectional	ADJ
app01-10740	220	34	area	area	NOUN
app01-10740	220	35	due	due	ADP
app01-10740	220	36	to	to	ADP
app01-10740	220	37	corrosion	corrosion	NOUN
app01-10740	220	38	.	.	PUNCT
app01-10740	221	1	the	the	DET
app01-10740	221	2	structures	structure	NOUN
app01-10740	221	3	with	with	ADP
app01-10740	221	4	degradation	degradation	NOUN
app01-10740	221	5	were	be	AUX
app01-10740	221	6	then	then	ADV
app01-10740	221	7	strengthened	strengthen	VERB
app01-10740	221	8	with	with	ADP
app01-10740	221	9	uhpfrc	uhpfrc	NOUN
app01-10740	221	10	slab	slab	NOUN
app01-10740	221	11	.	.	PUNCT
app01-10740	222	1	the	the	DET
app01-10740	222	2	structure	structure	NOUN
app01-10740	222	3	was	be	AUX
app01-10740	222	4	coupled	couple	VERB
app01-10740	222	5	either	either	CCONJ
app01-10740	222	6	with	with	ADP
app01-10740	222	7	coupling	couple	VERB
app01-10740	222	8	studs	stud	NOUN
app01-10740	222	9	only	only	ADV
app01-10740	222	10	or	or	CCONJ
app01-10740	222	11	with	with	ADP
app01-10740	222	12	a	a	DET
app01-10740	222	13	combination	combination	NOUN
app01-10740	222	14	of	of	ADP
app01-10740	222	15	studs	stud	NOUN
app01-10740	222	16	and	and	CCONJ
app01-10740	222	17	shear	shear	NOUN
app01-10740	222	18	notches	notch	NOUN
app01-10740	222	19	.	.	PUNCT
app01-10740	223	1	the	the	DET
app01-10740	223	2	results	result	NOUN
app01-10740	223	3	of	of	ADP
app01-10740	223	4	the	the	DET
app01-10740	223	5	parametric	parametric	ADJ
app01-10740	223	6	study	study	NOUN
app01-10740	223	7	show	show	VERB
app01-10740	223	8	that	that	SCONJ
app01-10740	223	9	the	the	DET
app01-10740	223	10	effect	effect	NOUN
app01-10740	223	11	of	of	ADP
app01-10740	223	12	the	the	DET
app01-10740	223	13	uhpfrc	uhpfrc	NOUN
app01-10740	223	14	strengthening	strengthen	VERB
app01-10740	223	15	layer	layer	NOUN
app01-10740	223	16	on	on	ADP
app01-10740	223	17	the	the	DET
app01-10740	223	18	top	top	ADJ
app01-10740	223	19	surface	surface	NOUN
app01-10740	223	20	has	have	VERB
app01-10740	223	21	a	a	DET
app01-10740	223	22	different	different	ADJ
app01-10740	223	23	positive	positive	ADJ
app01-10740	223	24	effect	effect	NOUN
app01-10740	223	25	on	on	ADP
app01-10740	223	26	the	the	DET
app01-10740	223	27	behaviour	behaviour	NOUN
app01-10740	223	28	of	of	ADP
app01-10740	223	29	the	the	DET
app01-10740	223	30	structure	structure	NOUN
app01-10740	223	31	for	for	ADP
app01-10740	223	32	different	different	ADJ
app01-10740	223	33	support	support	NOUN
app01-10740	223	34	types	type	NOUN
app01-10740	223	35	.	.	PUNCT
app01-10740	224	1	the	the	DET
app01-10740	224	2	most	most	ADV
app01-10740	224	3	pronounced	pronounce	VERB
app01-10740	224	4	benefit	benefit	NOUN
app01-10740	224	5	of	of	ADP
app01-10740	224	6	the	the	DET
app01-10740	224	7	strengthening	strengthening	NOUN
app01-10740	224	8	is	be	AUX
app01-10740	224	9	for	for	ADP
app01-10740	224	10	a	a	DET
app01-10740	224	11	structure	structure	NOUN
app01-10740	224	12	with	with	ADP
app01-10740	224	13	hinges	hinge	NOUN
app01-10740	224	14	at	at	ADP
app01-10740	224	15	both	both	DET
app01-10740	224	16	ends	end	NOUN
app01-10740	224	17	,	,	PUNCT
app01-10740	224	18	where	where	SCONJ
app01-10740	224	19	the	the	DET
app01-10740	224	20	strengthening	strengthening	NOUN
app01-10740	224	21	layer	layer	NOUN
app01-10740	224	22	is	be	AUX
app01-10740	224	23	located	locate	VERB
app01-10740	224	24	in	in	ADP
app01-10740	224	25	the	the	DET
app01-10740	224	26	compression	compression	NOUN
app01-10740	224	27	region	region	NOUN
app01-10740	224	28	of	of	ADP
app01-10740	224	29	the	the	DET
app01-10740	224	30	crosssection	crosssection	NOUN
app01-10740	224	31	and	and	CCONJ
app01-10740	224	32	the	the	DET
app01-10740	224	33	excellent	excellent	ADJ
app01-10740	224	34	compressive	compressive	ADJ
app01-10740	224	35	properties	property	NOUN
app01-10740	224	36	of	of	ADP
app01-10740	224	37	the	the	DET
app01-10740	224	38	uhpfrc	uhpfrc	NOUN
app01-10740	224	39	can	can	AUX
app01-10740	224	40	be	be	AUX
app01-10740	224	41	exploited	exploit	VERB
app01-10740	224	42	to	to	ADP
app01-10740	224	43	the	the	DET
app01-10740	224	44	maximum	maximum	NOUN
app01-10740	224	45	.	.	PUNCT
app01-10740	225	1	when	when	SCONJ
app01-10740	225	2	designing	design	VERB
app01-10740	225	3	the	the	DET
app01-10740	225	4	strengthening	strengthening	NOUN
app01-10740	225	5	,	,	PUNCT
app01-10740	225	6	it	it	PRON
app01-10740	225	7	is	be	AUX
app01-10740	225	8	necessary	necessary	ADJ
app01-10740	225	9	to	to	PART
app01-10740	225	10	take	take	VERB
app01-10740	225	11	into	into	ADP
app01-10740	225	12	account	account	NOUN
app01-10740	225	13	the	the	DET
app01-10740	225	14	possible	possible	ADJ
app01-10740	225	15	effect	effect	NOUN
app01-10740	225	16	of	of	ADP
app01-10740	225	17	shrinkage	shrinkage	NOUN
app01-10740	225	18	of	of	ADP
app01-10740	225	19	the	the	DET
app01-10740	225	20	uhpfrc	uhpfrc	NOUN
app01-10740	225	21	strengthening	strengthen	VERB
app01-10740	225	22	layer	layer	NOUN
app01-10740	225	23	and	and	CCONJ
app01-10740	225	24	to	to	PART
app01-10740	225	25	select	select	VERB
app01-10740	225	26	the	the	DET
app01-10740	225	27	optimum	optimum	ADJ
app01-10740	225	28	coupling	coupling	NOUN
app01-10740	225	29	method	method	NOUN
app01-10740	225	30	.	.	PUNCT
app01-10740	226	1	although	although	SCONJ
app01-10740	226	2	the	the	DET
app01-10740	226	3	use	use	NOUN
app01-10740	226	4	of	of	ADP
app01-10740	226	5	a	a	DET
app01-10740	226	6	combination	combination	NOUN
app01-10740	226	7	of	of	ADP
app01-10740	226	8	shear	shear	NOUN
app01-10740	226	9	notches	notch	NOUN
app01-10740	226	10	with	with	ADP
app01-10740	226	11	coupling	couple	VERB
app01-10740	226	12	studs	stud	NOUN
app01-10740	226	13	leads	lead	VERB
app01-10740	226	14	to	to	ADP
app01-10740	226	15	a	a	DET
app01-10740	226	16	significantly	significantly	ADV
app01-10740	226	17	higher	high	ADJ
app01-10740	226	18	overall	overall	ADJ
app01-10740	226	19	stiffness	stiffness	NOUN
app01-10740	226	20	of	of	ADP
app01-10740	226	21	the	the	DET
app01-10740	226	22	final	final	ADJ
app01-10740	226	23	composite	composite	ADJ
app01-10740	226	24	structure	structure	NOUN
app01-10740	226	25	,	,	PUNCT
app01-10740	226	26	it	it	PRON
app01-10740	226	27	is	be	AUX
app01-10740	226	28	much	much	ADV
app01-10740	226	29	more	more	ADV
app01-10740	226	30	challenging	challenging	ADJ
app01-10740	226	31	to	to	PART
app01-10740	226	32	implement	implement	VERB
app01-10740	226	33	.	.	PUNCT
app01-10740	227	1	acknowledgements	acknowledgement	NOUN
app01-10740	227	2	this	this	DET
app01-10740	227	3	article	article	NOUN
app01-10740	227	4	was	be	AUX
app01-10740	227	5	published	publish	VERB
app01-10740	227	6	with	with	ADP
app01-10740	227	7	the	the	DET
app01-10740	227	8	support	support	NOUN
app01-10740	227	9	of	of	ADP
app01-10740	227	10	the	the	DET
app01-10740	227	11	grant	grant	NOUN
app01-10740	227	12	project	project	NOUN
app01-10740	227	13	op	op	NOUN
app01-10740	227	14	tak	tak	NOUN
app01-10740	227	15	cz.01.01.01/01/22_002/0000725	cz.01.01.01/01/22_002/0000725	PROPN
app01-10740	227	16	strengthening	strengthen	VERB
app01-10740	227	17	and	and	CCONJ
app01-10740	227	18	renovation	renovation	NOUN
app01-10740	227	19	of	of	ADP
app01-10740	227	20	industrial	industrial	ADJ
app01-10740	227	21	buildings	building	NOUN
app01-10740	227	22	using	use	VERB
app01-10740	227	23	uhpc	uhpc	NOUN
app01-10740	227	24	material	material	NOUN
app01-10740	227	25	.	.	PUNCT
app01-10740	228	1	references	reference	NOUN
app01-10740	228	2	[	[	X
app01-10740	228	3	1	1	NUM
app01-10740	228	4	]	]	PUNCT
app01-10740	228	5	m.	m.	PROPN
app01-10740	228	6	k.	k.	PROPN
app01-10740	228	7	ismail	ismail	PROPN
app01-10740	228	8	,	,	PUNCT
app01-10740	228	9	a.	a.	NOUN
app01-10740	228	10	a.	a.	PROPN
app01-10740	228	11	hassan	hassan	PROPN
app01-10740	228	12	.	.	PUNCT
app01-10740	229	1	structural	structural	ADJ
app01-10740	229	2	performance	performance	NOUN
app01-10740	229	3	of	of	ADP
app01-10740	229	4	large	large	ADJ
app01-10740	229	5	-	-	PUNCT
app01-10740	229	6	scale	scale	NOUN
app01-10740	229	7	concrete	concrete	ADJ
app01-10740	229	8	beams	beam	NOUN
app01-10740	229	9	reinforced	reinforce	VERB
app01-10740	229	10	with	with	ADP
app01-10740	229	11	cementitious	cementitious	ADJ
app01-10740	229	12	composite	composite	NOUN
app01-10740	229	13	containing	contain	VERB
app01-10740	229	14	different	different	ADJ
app01-10740	229	15	fibers	fiber	NOUN
app01-10740	229	16	.	.	PUNCT
app01-10740	230	1	structures	structure	NOUN
app01-10740	230	2	31:1207–1215	31:1207–1215	NUM
app01-10740	230	3	,	,	PUNCT
app01-10740	230	4	2021	2021	NUM
app01-10740	230	5	.	.	PUNCT
app01-10740	231	1	https://doi.org/10.1016/j.istruc.2021.02.028	https://doi.org/10.1016/j.istruc.2021.02.028	NOUN
app01-10740	232	1	[	[	X
app01-10740	232	2	2	2	NUM
app01-10740	232	3	]	]	PUNCT
app01-10740	232	4	m.	m.	NOUN
app01-10740	232	5	qiu	qiu	PROPN
app01-10740	232	6	,	,	PUNCT
app01-10740	232	7	j.	j.	PROPN
app01-10740	232	8	cao	cao	PROPN
app01-10740	232	9	,	,	PUNCT
app01-10740	232	10	z.	z.	PROPN
app01-10740	232	11	shao	shao	PROPN
app01-10740	232	12	,	,	PUNCT
app01-10740	232	13	et	et	PROPN
app01-10740	232	14	al	al	PROPN
app01-10740	232	15	.	.	PROPN
app01-10740	232	16	flexural	flexural	ADJ
app01-10740	232	17	cracking	crack	VERB
app01-10740	232	18	behavior	behavior	NOUN
app01-10740	232	19	of	of	ADP
app01-10740	232	20	steel	steel	PROPN
app01-10740	232	21	-	-	PUNCT
app01-10740	232	22	nc	nc	PROPN
app01-10740	232	23	-	-	PUNCT
app01-10740	232	24	uhpc	uhpc	NOUN
app01-10740	232	25	composite	composite	ADJ
app01-10740	232	26	beam	beam	NOUN
app01-10740	232	27	under	under	ADP
app01-10740	232	28	negative	negative	ADJ
app01-10740	232	29	bending	bending	NOUN
app01-10740	232	30	moment	moment	NOUN
app01-10740	232	31	.	.	PUNCT
app01-10740	233	1	engineering	engineering	NOUN
app01-10740	233	2	structures	structure	NOUN
app01-10740	233	3	322:119071	322:119071	NUM
app01-10740	233	4	,	,	PUNCT
app01-10740	233	5	2025	2025	NUM
app01-10740	233	6	.	.	PUNCT
app01-10740	234	1	https://doi.org/10.1016/j.engstruct.2024.119071	https://doi.org/10.1016/j.engstruct.2024.119071	ADJ
app01-10740	234	2	[	[	X
app01-10740	234	3	3	3	NUM
app01-10740	234	4	]	]	X
app01-10740	234	5	n.	n.	PROPN
app01-10740	234	6	bertola	bertola	PROPN
app01-10740	234	7	,	,	PUNCT
app01-10740	234	8	p.	p.	PROPN
app01-10740	234	9	schiltz	schiltz	PROPN
app01-10740	234	10	,	,	PUNCT
app01-10740	234	11	e.	e.	PROPN
app01-10740	234	12	denarié	denarié	PROPN
app01-10740	234	13	,	,	PUNCT
app01-10740	234	14	e.	e.	PROPN
app01-10740	234	15	brühwiler	brühwiler	PROPN
app01-10740	234	16	.	.	PUNCT
app01-10740	235	1	a	a	DET
app01-10740	235	2	review	review	NOUN
app01-10740	235	3	of	of	ADP
app01-10740	235	4	the	the	DET
app01-10740	235	5	use	use	NOUN
app01-10740	235	6	of	of	ADP
app01-10740	235	7	uhpfrc	uhpfrc	NOUN
app01-10740	235	8	in	in	ADP
app01-10740	235	9	bridge	bridge	NOUN
app01-10740	235	10	rehabilitation	rehabilitation	NOUN
app01-10740	235	11	and	and	CCONJ
app01-10740	235	12	new	new	ADJ
app01-10740	235	13	construction	construction	NOUN
app01-10740	235	14	in	in	ADP
app01-10740	235	15	switzerland	switzerland	PROPN
app01-10740	235	16	.	.	PUNCT
app01-10740	236	1	frontiers	frontier	NOUN
app01-10740	236	2	in	in	ADP
app01-10740	236	3	built	build	VERB
app01-10740	236	4	environment	environment	NOUN
app01-10740	236	5	7:769686	7:769686	NUM
app01-10740	236	6	,	,	PUNCT
app01-10740	236	7	2021	2021	NUM
app01-10740	236	8	.	.	PUNCT
app01-10740	237	1	https://doi.org/10.3389/fbuil.2021.769686	https://doi.org/10.3389/fbuil.2021.769686	ADP
app01-10740	237	2	[	[	X
app01-10740	237	3	4	4	X
app01-10740	237	4	]	]	PUNCT
app01-10740	237	5	j.	j.	PROPN
app01-10740	237	6	abellán	abellán	PROPN
app01-10740	237	7	-	-	PUNCT
app01-10740	237	8	garcía	garcía	ADJ
app01-10740	237	9	,	,	PUNCT
app01-10740	237	10	j.	j.	PROPN
app01-10740	237	11	s.	s.	PROPN
app01-10740	237	12	carvajal	carvajal	PROPN
app01-10740	237	13	-	-	PUNCT
app01-10740	237	14	muñoz	muñoz	PROPN
app01-10740	237	15	,	,	PUNCT
app01-10740	237	16	c.	c.	PROPN
app01-10740	237	17	ramírez	ramírez	NOUN
app01-10740	237	18	-	-	PUNCT
app01-10740	237	19	munévar	munévar	NOUN
app01-10740	237	20	.	.	PUNCT
app01-10740	238	1	application	application	NOUN
app01-10740	238	2	of	of	ADP
app01-10740	238	3	ultra	ultra	ADJ
app01-10740	238	4	-	-	ADJ
app01-10740	238	5	high	high	ADJ
app01-10740	238	6	-	-	PUNCT
app01-10740	238	7	performance	performance	NOUN
app01-10740	238	8	concrete	concrete	NOUN
app01-10740	238	9	as	as	ADP
app01-10740	238	10	bridge	bridge	NOUN
app01-10740	238	11	pavement	pavement	NOUN
app01-10740	238	12	overlays	overlay	VERB
app01-10740	238	13	:	:	PUNCT
app01-10740	238	14	literature	literature	NOUN
app01-10740	238	15	review	review	NOUN
app01-10740	238	16	and	and	CCONJ
app01-10740	238	17	case	case	NOUN
app01-10740	238	18	studies	study	NOUN
app01-10740	238	19	.	.	PUNCT
app01-10740	239	1	construction	construction	NOUN
app01-10740	239	2	and	and	CCONJ
app01-10740	239	3	building	building	NOUN
app01-10740	239	4	materials	material	NOUN
app01-10740	239	5	410:134221	410:134221	NOUN
app01-10740	239	6	,	,	PUNCT
app01-10740	239	7	2024	2024	NUM
app01-10740	239	8	.	.	PUNCT
app01-10740	240	1	https://doi.org/10.1016/j.conbuildmat.2023.134221	https://doi.org/10.1016/j.conbuildmat.2023.134221	ADJ
app01-10740	240	2	[	[	X
app01-10740	240	3	5	5	NUM
app01-10740	240	4	]	]	PUNCT
app01-10740	240	5	z.	z.	PROPN
app01-10740	240	6	haber	haber	PROPN
app01-10740	240	7	,	,	PUNCT
app01-10740	240	8	i.	i.	PROPN
app01-10740	240	9	de	de	PROPN
app01-10740	240	10	la	la	PROPN
app01-10740	240	11	varga	varga	PROPN
app01-10740	240	12	,	,	PUNCT
app01-10740	240	13	j.	j.	PROPN
app01-10740	240	14	f.	f.	PROPN
app01-10740	240	15	munoz	munoz	PROPN
app01-10740	240	16	,	,	PUNCT
app01-10740	240	17	b.	b.	PROPN
app01-10740	240	18	a.	a.	PROPN
app01-10740	240	19	graybeal	graybeal	NOUN
app01-10740	240	20	.	.	PUNCT
app01-10740	241	1	uhpc	uhpc	NOUN
app01-10740	241	2	overlays	overlay	VERB
app01-10740	241	3	for	for	ADP
app01-10740	241	4	highway	highway	NOUN
app01-10740	241	5	bridge	bridge	NOUN
app01-10740	241	6	decks	deck	NOUN
app01-10740	241	7	:	:	PUNCT
app01-10740	241	8	bond	bond	NOUN
app01-10740	241	9	behavior	behavior	NOUN
app01-10740	241	10	,	,	PUNCT
app01-10740	241	11	durability	durability	NOUN
app01-10740	241	12	,	,	PUNCT
app01-10740	241	13	and	and	CCONJ
app01-10740	241	14	structural	structural	ADJ
app01-10740	241	15	performance	performance	NOUN
app01-10740	241	16	.	.	PUNCT
app01-10740	242	1	in	in	ADP
app01-10740	242	2	second	second	ADJ
app01-10740	242	3	international	international	ADJ
app01-10740	242	4	interactive	interactive	ADJ
app01-10740	242	5	symposium	symposium	NOUN
app01-10740	242	6	on	on	ADP
app01-10740	242	7	uhpc	uhpc	PROPN
app01-10740	242	8	.	.	PUNCT
app01-10740	243	1	iowa	iowa	PROPN
app01-10740	243	2	state	state	PROPN
app01-10740	243	3	university	university	PROPN
app01-10740	243	4	digital	digital	PROPN
app01-10740	243	5	press	press	NOUN
app01-10740	243	6	,	,	PUNCT
app01-10740	243	7	2019	2019	NUM
app01-10740	243	8	.	.	PUNCT
app01-10740	243	9	https://doi.org/10.21838/uhpc.9719	https://doi.org/10.21838/uhpc.9719	PUNCT
app01-10740	244	1	[	[	X
app01-10740	244	2	6	6	NUM
app01-10740	244	3	]	]	PUNCT
app01-10740	244	4	w.	w.	NOUN
app01-10740	244	5	nadir	nadir	PROPN
app01-10740	244	6	,	,	PUNCT
app01-10740	244	7	m.	m.	NOUN
app01-10740	244	8	m.	m.	NOUN
app01-10740	244	9	kadhim	kadhim	PROPN
app01-10740	244	10	,	,	PUNCT
app01-10740	244	11	a.	a.	NOUN
app01-10740	244	12	jawdhari	jawdhari	PROPN
app01-10740	244	13	,	,	PUNCT
app01-10740	244	14	et	et	PROPN
app01-10740	244	15	al	al	PROPN
app01-10740	244	16	.	.	PUNCT
app01-10740	245	1	experimental	experimental	ADJ
app01-10740	245	2	investigation	investigation	NOUN
app01-10740	245	3	on	on	ADP
app01-10740	245	4	uhpc	uhpc	NOUN
app01-10740	245	5	-	-	PUNCT
app01-10740	245	6	nsc	nsc	PROPN
app01-10740	245	7	composite	composite	ADJ
app01-10740	245	8	beams	beam	NOUN
app01-10740	245	9	.	.	PUNCT
app01-10740	246	1	structures	structure	NOUN
app01-10740	246	2	60:105885	60:105885	NUM
app01-10740	246	3	,	,	PUNCT
app01-10740	246	4	2024	2024	NUM
app01-10740	246	5	.	.	PUNCT
app01-10740	247	1	https://doi.org/10.1016/j.istruc.2024.105885	https://doi.org/10.1016/j.istruc.2024.105885	VERB
app01-10740	247	2	[	[	X
app01-10740	247	3	7	7	NUM
app01-10740	247	4	]	]	X
app01-10740	247	5	m.	m.	NOUN
app01-10740	247	6	holy	holy	PROPN
app01-10740	247	7	,	,	PUNCT
app01-10740	247	8	d.	d.	PROPN
app01-10740	247	9	citek	citek	PROPN
app01-10740	247	10	,	,	PUNCT
app01-10740	247	11	p.	p.	NOUN
app01-10740	247	12	tej	tej	PROPN
app01-10740	247	13	,	,	PUNCT
app01-10740	247	14	v.	v.	ADP
app01-10740	247	15	lukáš	lukáš	ADJ
app01-10740	247	16	.	.	PUNCT
app01-10740	248	1	flexural	flexural	ADJ
app01-10740	248	2	strength	strength	NOUN
app01-10740	248	3	of	of	ADP
app01-10740	248	4	thin	thin	ADJ
app01-10740	248	5	slabs	slab	NOUN
app01-10740	248	6	made	make	VERB
app01-10740	248	7	of	of	ADP
app01-10740	248	8	uhpfrc	uhpfrc	NOUN
app01-10740	248	9	.	.	PUNCT
app01-10740	249	1	solid	solid	ADJ
app01-10740	249	2	state	state	NOUN
app01-10740	249	3	phenomena	phenomenon	NOUN
app01-10740	249	4	292:224–229	292:224–229	NUM
app01-10740	249	5	,	,	PUNCT
app01-10740	249	6	2019	2019	NUM
app01-10740	249	7	.	.	PUNCT
app01-10740	250	1	https	https	NOUN
app01-10740	250	2	:	:	PUNCT
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app01-10740	250	4	/	/	SYM
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app01-10740	250	6	/	/	SYM
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app01-10740	251	2	8	8	NUM
app01-10740	251	3	]	]	PUNCT
app01-10740	251	4	s.	s.	PROPN
app01-10740	251	5	he	he	PRON
app01-10740	251	6	,	,	PUNCT
app01-10740	251	7	x.	x.	PROPN
app01-10740	251	8	huang	huang	PROPN
app01-10740	251	9	,	,	PUNCT
app01-10740	251	10	h.	h.	PROPN
app01-10740	251	11	zhong	zhong	PROPN
app01-10740	251	12	,	,	PUNCT
app01-10740	251	13	et	et	PROPN
app01-10740	251	14	al	al	PROPN
app01-10740	251	15	.	.	PUNCT
app01-10740	251	16	experimental	experimental	ADJ
app01-10740	251	17	study	study	NOUN
app01-10740	251	18	on	on	ADP
app01-10740	251	19	bond	bond	NOUN
app01-10740	251	20	performance	performance	NOUN
app01-10740	251	21	of	of	ADP
app01-10740	251	22	uhpc	uhpc	NOUN
app01-10740	251	23	-	-	PUNCT
app01-10740	251	24	to	to	ADP
app01-10740	251	25	-	-	PUNCT
app01-10740	251	26	nc	nc	PROPN
app01-10740	251	27	interfaces	interface	NOUN
app01-10740	251	28	:	:	PUNCT
app01-10740	251	29	constitutive	constitutive	ADJ
app01-10740	251	30	model	model	NOUN
app01-10740	251	31	and	and	CCONJ
app01-10740	251	32	size	size	NOUN
app01-10740	251	33	effect	effect	NOUN
app01-10740	251	34	.	.	PUNCT
app01-10740	252	1	engineering	engineering	NOUN
app01-10740	252	2	structures	structure	NOUN
app01-10740	252	3	317:118681	317:118681	NUM
app01-10740	252	4	,	,	PUNCT
app01-10740	252	5	2024	2024	NUM
app01-10740	252	6	.	.	PUNCT
app01-10740	253	1	https://doi.org/10.1016/j.engstruct.2024.118681	https://doi.org/10.1016/j.engstruct.2024.118681	PROPN
app01-10740	254	1	[	[	X
app01-10740	254	2	9	9	X
app01-10740	254	3	]	]	PUNCT
app01-10740	254	4	s.	s.	PROPN
app01-10740	254	5	he	he	PRON
app01-10740	254	6	,	,	PUNCT
app01-10740	254	7	x.	x.	PROPN
app01-10740	254	8	huang	huang	PROPN
app01-10740	254	9	,	,	PUNCT
app01-10740	254	10	j.	j.	PROPN
app01-10740	254	11	huang	huang	PROPN
app01-10740	254	12	,	,	PUNCT
app01-10740	254	13	et	et	PROPN
app01-10740	254	14	al	al	PROPN
app01-10740	254	15	.	.	PROPN
app01-10740	254	16	shear	shear	PROPN
app01-10740	254	17	bond	bond	NOUN
app01-10740	254	18	performance	performance	NOUN
app01-10740	254	19	of	of	ADP
app01-10740	254	20	uhpc	uhpc	NOUN
app01-10740	254	21	-	-	PUNCT
app01-10740	254	22	to	to	ADP
app01-10740	254	23	-	-	PUNCT
app01-10740	254	24	nc	nc	NOUN
app01-10740	254	25	interfaces	interface	NOUN
app01-10740	254	26	with	with	ADP
app01-10740	254	27	varying	vary	VERB
app01-10740	254	28	sizes	size	NOUN
app01-10740	254	29	:	:	PUNCT
app01-10740	254	30	experimental	experimental	ADJ
app01-10740	254	31	and	and	CCONJ
app01-10740	254	32	numerical	numerical	ADJ
app01-10740	254	33	evaluations	evaluation	NOUN
app01-10740	254	34	.	.	PUNCT
app01-10740	255	1	buildings	building	NOUN
app01-10740	255	2	14(11):3684	14(11):3684	NUM
app01-10740	255	3	,	,	PUNCT
app01-10740	255	4	2024	2024	NUM
app01-10740	255	5	.	.	PUNCT
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app01-10740	257	2	10	10	NUM
app01-10740	257	3	]	]	X
app01-10740	257	4	a.	a.	NOUN
app01-10740	257	5	m.	m.	NOUN
app01-10740	257	6	jabbar	jabbar	PROPN
app01-10740	257	7	,	,	PUNCT
app01-10740	257	8	a.	a.	PROPN
app01-10740	257	9	s.	s.	PROPN
app01-10740	257	10	al	al	PROPN
app01-10740	257	11	-	-	PROPN
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app01-10740	257	13	,	,	PUNCT
app01-10740	257	14	q.	q.	PROPN
app01-10740	257	15	a.	a.	PROPN
app01-10740	257	16	hasan	hasan	PROPN
app01-10740	257	17	.	.	PUNCT
app01-10740	258	1	a	a	DET
app01-10740	258	2	numerical	numerical	ADJ
app01-10740	258	3	investigation	investigation	NOUN
app01-10740	258	4	of	of	ADP
app01-10740	258	5	the	the	DET
app01-10740	258	6	structural	structural	ADJ
app01-10740	258	7	behavior	behavior	NOUN
app01-10740	258	8	of	of	ADP
app01-10740	258	9	reinforced	reinforce	VERB
app01-10740	258	10	concrete	concrete	ADJ
app01-10740	258	11	beams	beam	NOUN
app01-10740	258	12	fully	fully	ADV
app01-10740	258	13	or	or	CCONJ
app01-10740	258	14	partially	partially	ADV
app01-10740	258	15	encased	encased	ADJ
app01-10740	258	16	with	with	ADP
app01-10740	258	17	uhpc	uhpc	NOUN
app01-10740	258	18	layers	layer	NOUN
app01-10740	258	19	in	in	ADP
app01-10740	258	20	flexure	flexure	NOUN
app01-10740	258	21	.	.	PUNCT
app01-10740	259	1	structures	structure	NOUN
app01-10740	259	2	70:107706	70:107706	NUM
app01-10740	259	3	,	,	PUNCT
app01-10740	259	4	2024	2024	NUM
app01-10740	259	5	.	.	PUNCT
app01-10740	260	1	https://doi.org/10.1016/j.istruc.2024.107706	https://doi.org/10.1016/j.istruc.2024.107706	NOUN
app01-10740	261	1	[	[	X
app01-10740	261	2	11	11	NUM
app01-10740	261	3	]	]	X
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app01-10740	261	6	,	,	PUNCT
app01-10740	261	7	l.	l.	PROPN
app01-10740	261	8	jendele	jendele	PROPN
app01-10740	261	9	,	,	PUNCT
app01-10740	261	10	j.	j.	PROPN
app01-10740	261	11	červenka	červenka	PROPN
app01-10740	261	12	.	.	PUNCT
app01-10740	262	1	atena	atena	PROPN
app01-10740	262	2	program	program	NOUN
app01-10740	262	3	documentation	documentation	NOUN
app01-10740	262	4	.	.	PUNCT
app01-10740	263	1	part	part	NOUN
app01-10740	263	2	1	1	NUM
app01-10740	263	3	:	:	PUNCT
app01-10740	263	4	theory	theory	NOUN
app01-10740	263	5	.	.	PUNCT
app01-10740	264	1	[	[	X
app01-10740	264	2	2025	2025	NUM
app01-10740	264	3	-	-	SYM
app01-10740	264	4	01	01	NUM
app01-10740	264	5	-	-	PUNCT
app01-10740	264	6	29	29	NUM
app01-10740	264	7	]	]	PUNCT
app01-10740	264	8	.	.	PUNCT
app01-10740	264	9	https	https	NOUN
app01-10740	264	10	:	:	PUNCT
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app01-10740	264	12	/	/	SYM
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app01-10740	264	14	/	/	SYM
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app01-10740	264	16	[	[	X
app01-10740	264	17	12	12	NUM
app01-10740	264	18	]	]	PUNCT
app01-10740	264	19	eurocode1	eurocode1	X
app01-10740	264	20	:	:	PUNCT
app01-10740	264	21	actions	action	NOUN
app01-10740	264	22	on	on	ADP
app01-10740	264	23	structures	structure	NOUN
app01-10740	264	24	.	.	PUNCT
app01-10740	265	1	standard	standard	NOUN
app01-10740	265	2	,	,	PUNCT
app01-10740	265	3	the	the	DET
app01-10740	265	4	national	national	ADJ
app01-10740	265	5	annex	annex	NOUN
app01-10740	265	6	,	,	PUNCT
app01-10740	265	7	prague	prague	NOUN
app01-10740	265	8	,	,	PUNCT
app01-10740	265	9	2005	2005	NUM
app01-10740	265	10	.	.	PUNCT
app01-10740	266	1	48	48	NUM
app01-10740	266	2	https://doi.org/10.1016/j.istruc.2021.02.028	https://doi.org/10.1016/j.istruc.2021.02.028	PROPN
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app01-10740	266	4	https://doi.org/10.3389/fbuil.2021.769686	https://doi.org/10.3389/fbuil.2021.769686	ADP
app01-10740	266	5	https://doi.org/10.1016/j.conbuildmat.2023.134221	https://doi.org/10.1016/j.conbuildmat.2023.134221	ADJ
app01-10740	266	6	https://doi.org/10.21838/uhpc.9719	https://doi.org/10.21838/uhpc.9719	NOUN
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app01-10740	266	8	https://doi.org/10.4028/www.scientific.net/ssp.292.224	https://doi.org/10.4028/www.scientific.net/ssp.292.224	PROPN
app01-10740	266	9	https://doi.org/10.4028/www.scientific.net/ssp.292.224	https://doi.org/10.4028/www.scientific.net/ssp.292.224	PROPN
app01-10740	266	10	https://doi.org/10.1016/j.engstruct.2024.118681	https://doi.org/10.1016/j.engstruct.2024.118681	PROPN
app01-10740	266	11	https://doi.org/10.3390/buildings14113684	https://doi.org/10.3390/buildings14113684	PROPN
app01-10740	266	12	https://doi.org/10.1016/j.istruc.2024.107706	https://doi.org/10.1016/j.istruc.2024.107706	PROPN
app01-10740	266	13	https://www.technologismiki.com/uplx/atena_theory.pdf	https://www.technologismiki.com/uplx/atena_theory.pdf	PROPN
app01-10740	266	14	https://www.technologismiki.com/uplx/atena_theory.pdf	https://www.technologismiki.com/uplx/atena_theory.pdf	NOUN
app01-10740	266	15	acta	acta	PROPN
app01-10740	266	16	polytechnica	polytechnica	PROPN
app01-10740	266	17	ctu	ctu	NOUN
app01-10740	266	18	proceedings	proceeding	NOUN
app01-10740	266	19	53:42–48	53:42–48	NUM
app01-10740	266	20	,	,	PUNCT
app01-10740	266	21	2025	2025	NUM
app01-10740	266	22	1	1	NUM
app01-10740	266	23	introduction	introduction	NOUN
app01-10740	266	24	2	2	NUM
app01-10740	266	25	specifications	specification	NOUN
app01-10740	266	26	of	of	ADP
app01-10740	266	27	the	the	DET
app01-10740	266	28	parametric	parametric	ADJ
app01-10740	266	29	study	study	NOUN
app01-10740	266	30	3	3	NUM
app01-10740	266	31	numerical	numerical	ADJ
app01-10740	266	32	analysis	analysis	NOUN
app01-10740	266	33	3.1	3.1	NUM
app01-10740	266	34	materials	material	NOUN
app01-10740	266	35	and	and	CCONJ
app01-10740	266	36	material	material	NOUN
app01-10740	266	37	models	model	NOUN
app01-10740	266	38	3.2	3.2	NUM
app01-10740	266	39	numerical	numerical	ADJ
app01-10740	266	40	models	model	NOUN
app01-10740	266	41	3.3	3.3	NUM
app01-10740	266	42	loads	load	NOUN
app01-10740	266	43	4	4	NUM
app01-10740	266	44	results	result	NOUN
app01-10740	266	45	of	of	ADP
app01-10740	266	46	the	the	DET
app01-10740	266	47	parametric	parametric	ADJ
app01-10740	266	48	study	study	NOUN
app01-10740	266	49	4.1	4.1	NUM
app01-10740	266	50	footbridge	footbridge	NOUN
app01-10740	266	51	fixed	fix	VERB
app01-10740	266	52	at	at	ADP
app01-10740	266	53	both	both	PRON
app01-10740	266	54	ends	end	VERB
app01-10740	266	55	4.2	4.2	NUM
app01-10740	266	56	footbridge	footbridge	NOUN
app01-10740	266	57	with	with	ADP
app01-10740	266	58	one	one	NUM
app01-10740	266	59	hinge	hinge	NOUN
app01-10740	266	60	4.3	4.3	NUM
app01-10740	266	61	footbridge	footbridge	NOUN
app01-10740	266	62	with	with	ADP
app01-10740	266	63	two	two	NUM
app01-10740	266	64	hinges	hinge	NOUN
app01-10740	266	65	5	5	NUM
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app01-10740	266	67	of	of	ADP
app01-10740	266	68	the	the	DET
app01-10740	266	69	parametric	parametric	ADJ
app01-10740	266	70	study	study	NOUN
app01-10740	266	71	6	6	NUM
app01-10740	266	72	conclusion	conclusion	NOUN
app01-10740	266	73	acknowledgements	acknowledgement	NOUN
app01-10740	266	74	references	reference	NOUN