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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F11%3APU92728%21RIV12-MSM-26110___
rdf:type
n8:Vysledek skos:Concept
dcterms:description
The bridge connects a newly developed area (Spielberk Office Centre) with an old city center. It is situated in the vicinity of a new international hotel and a prestige office area. Close to the bridge an old multi span arch bridge with piers in the river is situated. It was evident that a new bridge should also be formed by an arch structure, however, with a bold span without piers in the river bed. Due to poor geotechnical conditions a traditional arch structure that requires resisting of a large horizontal force would be too expensive. Therefore a self anchored stress ribbon & arch structure has been accepted. Smooth curves that are characteristic for stress ribbon structures allowed a soft connection of the bridge deck with both banks. The bridge connects a newly developed area (Spielberk Office Centre) with an old city center. It is situated in the vicinity of a new international hotel and a prestige office area. Close to the bridge an old multi span arch bridge with piers in the river is situated. It was evident that a new bridge should also be formed by an arch structure, however, with a bold span without piers in the river bed. Due to poor geotechnical conditions a traditional arch structure that requires resisting of a large horizontal force would be too expensive. Therefore a self anchored stress ribbon & arch structure has been accepted. Smooth curves that are characteristic for stress ribbon structures allowed a soft connection of the bridge deck with both banks.
dcterms:title
Footbridge across the Svratka river in Brno, Czech Republic Footbridge across the Svratka river in Brno, Czech Republic
skos:prefLabel
Footbridge across the Svratka river in Brno, Czech Republic Footbridge across the Svratka river in Brno, Czech Republic
skos:notation
RIV/00216305:26110/11:PU92728!RIV12-MSM-26110___
n8:predkladatel
n11:orjk%3A26110
n3:aktivita
n13:Z n13:P
n3:aktivity
P(FI-IM5/128), Z(MSM0021630519)
n3:cisloPeriodika
2
n3:dodaniDat
n6:2012
n3:domaciTvurceVysledku
n10:6523315 n10:4950321
n3:druhVysledku
n18:J
n3:duvernostUdaju
n12:S
n3:entitaPredkladatele
n14:predkladatel
n3:idSjednocenehoVysledku
200082
n3:idVysledku
RIV/00216305:26110/11:PU92728
n3:jazykVysledku
n17:eng
n3:klicovaSlova
stress-ribbon structure, flat arch, self-anchorage system, static and dynamic analysis
n3:klicoveSlovo
n4:self-anchorage%20system n4:flat%20arch n4:stress-ribbon%20structure n4:static%20and%20dynamic%20analysis
n3:kodStatuVydavatele
GB - Spojené království Velké Británie a Severního Irska
n3:kontrolniKodProRIV
[74203E0B06DA]
n3:nazevZdroje
Structural Concrete
n3:obor
n19:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
3
n3:projekt
n7:FI-IM5%2F128
n3:rokUplatneniVysledku
n6:2011
n3:svazekPeriodika
12
n3:tvurceVysledku
Štefan, Petr Stráský, Jiří Nečas, Radim
n3:zamer
n15:MSM0021630519
s:issn
1464-4177
s:numberOfPages
6
n20:organizacniJednotka
26110