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  • Czech railway infrastructure manager has described design principles and recommendations for installation of continuous welded rail on bridges in the regulation which summarizes experience of bridge – rail interaction since introduction of continuous welded rail as a common structure. The regulation covers the most common cases of bridge – rail interaction concerning type of a bridge structure, deck and bearing arrangement as well as a design of rail superstructure components. The bridge in Usti nad Orlici is situated on main railway line Berlin – Prague – Brno – Vienna/Bratislava. A construction of the new bridge is a part of railway station reconstruction project focused on a speed increase. The design of bridge supports position had to take into account the situation of the confluence of two rivers and road which led to a design of nonstandard arrangement of the bridge bearings. This design required special attention to an assessment of the particular bridge – rail interaction. Two appr
  • Czech railway infrastructure manager has described design principles and recommendations for installation of continuous welded rail on bridges in the regulation which summarizes experience of bridge – rail interaction since introduction of continuous welded rail as a common structure. The regulation covers the most common cases of bridge – rail interaction concerning type of a bridge structure, deck and bearing arrangement as well as a design of rail superstructure components. The bridge in Usti nad Orlici is situated on main railway line Berlin – Prague – Brno – Vienna/Bratislava. A construction of the new bridge is a part of railway station reconstruction project focused on a speed increase. The design of bridge supports position had to take into account the situation of the confluence of two rivers and road which led to a design of nonstandard arrangement of the bridge bearings. This design required special attention to an assessment of the particular bridge – rail interaction. Two appr (en)
  • Czech railway infrastructure manager has described design principles and recommendations for installation of continuous welded rail on bridges in the regulation which summarizes experience of bridge – rail interaction since introduction of continuous welded rail as a common structure. The regulation covers the most common cases of bridge – rail interaction concerning type of a bridge structure, deck and bearing arrangement as well as a design of rail superstructure components. The bridge in Usti nad Orlici is situated on main railway line Berlin – Prague – Brno – Vienna/Bratislava. A construction of the new bridge is a part of railway station reconstruction project focused on a speed increase. The design of bridge supports position had to take into account the situation of the confluence of two rivers and road which led to a design of nonstandard arrangement of the bridge bearings. This design required special attention to an assessment of the particular bridge – rail interaction. Two appr (cs)
Title
  • Thermic interaction between continuous welded rail and the bridge
  • Thermic interaction between continuous welded rail and the bridge (en)
  • Thermic interaction between continuous welded rail and the bridge (cs)
skos:prefLabel
  • Thermic interaction between continuous welded rail and the bridge
  • Thermic interaction between continuous welded rail and the bridge (en)
  • Thermic interaction between continuous welded rail and the bridge (cs)
skos:notation
  • RIV/00216305:26110/12:PU102003!RIV14-MSM-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • 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
  • 174288
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/12:PU102003
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • continuous welded rail, bridge rail interaction, bridge thermic expansion, track analysis (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [37553D7A8C56]
http://linked.open...v/mistoKonaniAkce
  • Zagreb
http://linked.open...i/riv/mistoVydani
  • Zagreb, Croatia
http://linked.open...i/riv/nazevZdroje
  • Road and Rail infrastructure II. Proceedings of the Conference CETRA 2012
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Salajka, Vlastislav
  • Plášek, Otto
  • Mrózek, Michal
  • Braťka, Miloš
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
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  • University of Zagreb
https://schema.org/isbn
  • 978-953-6272-49-5
http://localhost/t...ganizacniJednotka
  • 26110
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