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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F11%3APU92974%21RIV12-MSM-26110___
rdf:type
skos:Concept n17:Vysledek
dcterms:description
Curved cable stayed and suspension bridges are studied in the terms of the architectural and structural solution, and static and dynamic behaviour. The function of these structures is being verified on a static model built in the scale 1:10. The studied structures are formed by curved concrete bands that are stiffened by steel pipes on their inner edges. The bridges of the span of 60 m are in a plan curvature that in pathways axis have a radius of 32 m. Both the concrete band and the steel pipes are fixed into the anchor blocks. The external cables that are situated in the handrail pipe balance the dead load torsional moment. The paper will describe the studied structures, results of the analysis and the model testing. Curved cable stayed and suspension bridges are studied in the terms of the architectural and structural solution, and static and dynamic behaviour. The function of these structures is being verified on a static model built in the scale 1:10. The studied structures are formed by curved concrete bands that are stiffened by steel pipes on their inner edges. The bridges of the span of 60 m are in a plan curvature that in pathways axis have a radius of 32 m. Both the concrete band and the steel pipes are fixed into the anchor blocks. The external cables that are situated in the handrail pipe balance the dead load torsional moment. The paper will describe the studied structures, results of the analysis and the model testing.
dcterms:title
Curved cable stayed and suspension pedestrian bridges Curved cable stayed and suspension pedestrian bridges
skos:prefLabel
Curved cable stayed and suspension pedestrian bridges Curved cable stayed and suspension pedestrian bridges
skos:notation
RIV/00216305:26110/11:PU92974!RIV12-MSM-26110___
n17:predkladatel
n18:orjk%3A26110
n3:aktivita
n7:P n7:Z
n3:aktivity
P(FI-IM5/128), Z(MSM0021630519)
n3:dodaniDat
n10:2012
n3:domaciTvurceVysledku
n11:4950321 n11:6523315 n11:7430426
n3:druhVysledku
n23:D
n3:duvernostUdaju
n14:S
n3:entitaPredkladatele
n19:predkladatel
n3:idSjednocenehoVysledku
192522
n3:idVysledku
RIV/00216305:26110/11:PU92974
n3:jazykVysledku
n21:eng
n3:klicovaSlova
footbridge, aesthetic, dynamic, structural concepts, planning, new materials, lateral vibration, response, damping
n3:klicoveSlovo
n4:response n4:footbridge n4:planning n4:structural%20concepts n4:dynamic n4:new%20materials n4:lateral%20vibration n4:damping n4:aesthetic
n3:kontrolniKodProRIV
[7A9B92C315B8]
n3:mistoKonaniAkce
Wroclaw
n3:mistoVydani
Wroclaw, Poland
n3:nazevZdroje
Footbridge 2011, Attractive structures at reasonable costs
n3:obor
n12:JM
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n20:FI-IM5%2F128
n3:rokUplatneniVysledku
n10:2011
n3:tvurceVysledku
Stráský, Jiří Koláček, Jan Nečas, Radim
n3:typAkce
n16:WRD
n3:zahajeniAkce
2011-07-06+02:00
n3:zamer
n22:MSM0021630519
s:numberOfPages
8
n6:hasPublisher
Dolnoslaskie wydawnictwo edukuacyjne
n13:isbn
978-83-7125-205-1
n8:organizacniJednotka
26110