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  • 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. (en)
Title
  • Curved cable stayed and suspension pedestrian bridges
  • Curved cable stayed and suspension pedestrian bridges (en)
skos:prefLabel
  • Curved cable stayed and suspension pedestrian bridges
  • Curved cable stayed and suspension pedestrian bridges (en)
skos:notation
  • RIV/00216305:26110/11:PU92974!RIV12-MSM-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(FI-IM5/128), Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 192522
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/11:PU92974
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • footbridge, aesthetic, dynamic, structural concepts, planning, new materials, lateral vibration, response, damping (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [7A9B92C315B8]
http://linked.open...v/mistoKonaniAkce
  • Wroclaw
http://linked.open...i/riv/mistoVydani
  • Wroclaw, Poland
http://linked.open...i/riv/nazevZdroje
  • Footbridge 2011, Attractive structures at reasonable costs
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Koláček, Jan
  • Nečas, Radim
  • Stráský, Jiří
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Dolnoslaskie wydawnictwo edukuacyjne
https://schema.org/isbn
  • 978-83-7125-205-1
http://localhost/t...ganizacniJednotka
  • 26110
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