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  • The paper deals with the calculation of suspension bridge exposed to the wind action. Wind load was considered as a static but also as time dependent one. The static analysis follows the calculation based on design code. Natural frequencis with the initial stress state effect preceded the dynamic analysis. For the calculation program ansys ANSYS based on finite element method was used.
  • The paper deals with the calculation of suspension bridge exposed to the wind action. Wind load was considered as a static but also as time dependent one. The static analysis follows the calculation based on design code. Natural frequencis with the initial stress state effect preceded the dynamic analysis. For the calculation program ansys ANSYS based on finite element method was used. (en)
  • The paper deals with the calculation of suspension bridge exposed to the wind action. Wind load was considered as a static but also as time dependent one. The static analysis follows the calculation based on design code. Natural frequencis with the initial stress state effect preceded the dynamic analysis. For the calculation program ansys ANSYS based on finite element method was used. (cs)
Title
  • Analýza štíhlé mostní konstrukce zatížené větrem
  • Analýza štíhlé mostní konstrukce zatížené větrem (cs)
  • Slender bridge analysis structure expose to the wind load (en)
skos:prefLabel
  • Analýza štíhlé mostní konstrukce zatížené větrem
  • Analýza štíhlé mostní konstrukce zatížené větrem (cs)
  • Slender bridge analysis structure expose to the wind load (en)
skos:notation
  • RIV/00216305:26110/09:PU85923!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/09/1258), 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
  • 303220
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU85923
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Slender bridge analysis structure expose to the wind load (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [9857CB1E6F9B]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno, Česká republika
http://linked.open...i/riv/nazevZdroje
  • JUNIORSTAV 2009, 11. Odborná konference doktorského studia
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
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
  • Neuveden
https://schema.org/isbn
  • 978-80-214-3810-1
http://localhost/t...ganizacniJednotka
  • 26110
is http://linked.open...avai/riv/vysledek of
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