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Description
  • Construction %22Nové spojení%22 in Prague includes the multispan railway bridge consisting of four tracks which is constructed in the railroad track Prague - Main railway station. Its length is approximately 437 m. The program ANSYS was used to simulate control tests and to analyse the left outer span and one inside typical span of the bridge supporting structure. The paper presents detailed 3D analysis models including the element types which were used for the modelling of the individual structural parts aand solved loading cases with result examples.
  • Construction %22Nové spojení%22 in Prague includes the multispan railway bridge consisting of four tracks which is constructed in the railroad track Prague - Main railway station. Its length is approximately 437 m. The program ANSYS was used to simulate control tests and to analyse the left outer span and one inside typical span of the bridge supporting structure. The paper presents detailed 3D analysis models including the element types which were used for the modelling of the individual structural parts aand solved loading cases with result examples. (en)
  • Construction %22Nové spojení%22 in Prague includes the multispan railway bridge consisting of four tracks which is constructed in the railroad track Prague - Main railway station. Its length is approximately 437 m. The program ANSYS was used to simulate control tests and to analyse the left outer span and one inside typical span of the bridge supporting structure. The paper presents detailed 3D analysis models including the element types which were used for the modelling of the individual structural parts aand solved loading cases with result examples. (cs)
Title
  • 3d analýza železniční estakády na trati praha - hlavní nádraží
  • 3D analysis of multispan railway bridge in the railroad track Prague - main railway station (en)
  • 3d analýza železniční estakády na trati praha - hlavní nádraží (cs)
skos:prefLabel
  • 3d analýza železniční estakády na trati praha - hlavní nádraží
  • 3D analysis of multispan railway bridge in the railroad track Prague - main railway station (en)
  • 3d analýza železniční estakády na trati praha - hlavní nádraží (cs)
skos:notation
  • RIV/00216305:26110/06:PU62701!RIV06-MSM-26110___
http://linked.open.../vavai/riv/strany
  • 1-11
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM0021630511)
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
  • 510635
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/06:PU62701
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • bridge, FEM, analysis (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [80691D159F74]
http://linked.open...v/mistoKonaniAkce
  • Ostrave
http://linked.open...i/riv/mistoVydani
  • Ostrava
http://linked.open...i/riv/nazevZdroje
  • Modelování v mechanice 2006
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Pěnčík, Jan
  • Florian, Aleš
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
  • 80-248-1035-2
http://localhost/t...ganizacniJednotka
  • 26110
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