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Description
  • Rhytmical human body motion e.g. walking, running or jumping can cause heavy vibrations of structures. The dynamic response of a footbridge depends namely on the natural frequencies of the structure in vertical, horizontal and in torsion.Quite unique cable-stayed footbridge with prestressed concrete was dynamically analyzed and the dynamic response to simulated pedestrianloading was calculated. The calculated effects were compared with the pedestrian comfort criteria for serviceability limit states. These criteria are defined in terms of maximum acceptable acceleration of the bridge deck.
  • Rhytmical human body motion e.g. walking, running or jumping can cause heavy vibrations of structures. The dynamic response of a footbridge depends namely on the natural frequencies of the structure in vertical, horizontal and in torsion.Quite unique cable-stayed footbridge with prestressed concrete was dynamically analyzed and the dynamic response to simulated pedestrianloading was calculated. The calculated effects were compared with the pedestrian comfort criteria for serviceability limit states. These criteria are defined in terms of maximum acceptable acceleration of the bridge deck. (en)
Title
  • The Effect of Pedestrian Traffic on the Dynamic Behavior of Footbridges
  • The Effect of Pedestrian Traffic on the Dynamic Behavior of Footbridges (en)
skos:prefLabel
  • The Effect of Pedestrian Traffic on the Dynamic Behavior of Footbridges
  • The Effect of Pedestrian Traffic on the Dynamic Behavior of Footbridges (en)
skos:notation
  • RIV/68407700:21610/03:07094898!RIV/2004/MSM/216104/N
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/03/0082), Z(MSM 210000029)
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
  • 605165
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21610/03:07094898
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • acceptance criteria; dynamic actions due to pedestrians; footbridge; response; serviceability; vibrations (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...i/riv/kodPristupu
http://linked.open...ontrolniKodProRIV
  • [6800A0A17B4F]
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...telVyzkumneZpravy
  • Not available
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
  • Studničková, Marie
http://linked.open...n/vavai/riv/zamer
https://schema.org/isbn
  • 80-86059-35-9
http://localhost/t...ganizacniJednotka
  • 21610
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