About: Dynamic load of pedestrian for dynamic analysis of bridges     Goto   Sponge   NotDistinct   Permalink

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  • The paper deals with the moving load of pedestrians. This load cen be applied to dynamic analysis of footbridge but to ceiling structure as well. The reason for the analysis of dynamic response of structures, subjected to loads simulating the movement of people, is to evaluate the behavior of the structure. Next reason is the evaluation of structural response in terms of user comfort. It is necessary to have the most accurate models of moving load for this purpose. These models reflect a wide range of human movement from normal walking to running or rhythm jumping. Studies describing the application of danamic moving load on the lightweight footbridges are shown at the end of this paper.
  • The paper deals with the moving load of pedestrians. This load cen be applied to dynamic analysis of footbridge but to ceiling structure as well. The reason for the analysis of dynamic response of structures, subjected to loads simulating the movement of people, is to evaluate the behavior of the structure. Next reason is the evaluation of structural response in terms of user comfort. It is necessary to have the most accurate models of moving load for this purpose. These models reflect a wide range of human movement from normal walking to running or rhythm jumping. Studies describing the application of danamic moving load on the lightweight footbridges are shown at the end of this paper. (en)
  • The paper deals with the moving load of pedestrians. This load cen be applied to dynamic analysis of footbridge but to ceiling structure as well. The reason for the analysis of dynamic response of structures, subjected to loads simulating the movement of people, is to evaluate the behavior of the structure. Next reason is the evaluation of structural response in terms of user comfort. It is necessary to have the most accurate models of moving load for this purpose. These models reflect a wide range of human movement from normal walking to running or rhythm jumping. Studies describing the application of danamic moving load on the lightweight footbridges are shown at the end of this paper. (cs)
Title
  • Dynamic load of pedestrian for dynamic analysis of bridges (en)
  • Dynamické modely zatížení chodci pro dynamickou analýzu mostních konstrukcí
  • Dynamické modely zatížení chodci pro dynamickou analýzu mostních konstrukcí (cs)
skos:prefLabel
  • Dynamic load of pedestrian for dynamic analysis of bridges (en)
  • Dynamické modely zatížení chodci pro dynamickou analýzu mostních konstrukcí
  • Dynamické modely zatížení chodci pro dynamickou analýzu mostních konstrukcí (cs)
skos:notation
  • RIV/00216305:26110/12:PU102919!RIV13-GA0-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/08/0275)
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
  • 132540
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/12:PU102919
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Footbridge, dynamic analysis, vibration serviceability of footbridges, damping, stiffness, dynamic force, force model, walking force, slender suspension footbridges, natural frequencies and vibration modes, rhythm jumping, normal walking. (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [68D288FEB98F]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno, Česká republika
http://linked.open...i/riv/nazevZdroje
  • Juniorstav 2012
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
  • Kratochvíl, Ondřej
  • Kika, Ondřej
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 978-80-214-4393-8
http://localhost/t...ganizacniJednotka
  • 26110
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