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  • This paper describes a non-linear compuattion of the assembling process of a suspension bridge. For the FEM computation, The ANSYS program has been used. A particular attention has been paid to the assembly process of prefabricated deck elemnts. The requirement to minimize the stress of the carrying structures under assembling as well as the mounting time reduction have been taken into account. Through variant computations, it has been found an optimum assembly process reaching at the same time the required accuracy of the construction.
  • This paper describes a non-linear compuattion of the assembling process of a suspension bridge. For the FEM computation, The ANSYS program has been used. A particular attention has been paid to the assembly process of prefabricated deck elemnts. The requirement to minimize the stress of the carrying structures under assembling as well as the mounting time reduction have been taken into account. Through variant computations, it has been found an optimum assembly process reaching at the same time the required accuracy of the construction. (en)
  • This paper describes a non-linear compuattion of the assembling process of a suspension bridge. For the FEM computation, The ANSYS program has been used. A particular attention has been paid to the assembly process of prefabricated deck elemnts. The requirement to minimize the stress of the carrying structures under assembling as well as the mounting time reduction have been taken into account. Through variant computations, it has been found an optimum assembly process reaching at the same time the required accuracy of the construction. (cs)
Title
  • Počítačová simulace postupu výstavby visuté mostní konstrukce
  • Počítačová simulace postupu výstavby visuté mostní konstrukce (en)
  • Počítačová simulace postupu výstavby visuté mostní konstrukce (cs)
skos:prefLabel
  • Počítačová simulace postupu výstavby visuté mostní konstrukce
  • Počítačová simulace postupu výstavby visuté mostní konstrukce (en)
  • Počítačová simulace postupu výstavby visuté mostní konstrukce (cs)
skos:notation
  • RIV/00216305:26110/07:PU71731!RIV08-MSM-26110___
http://linked.open.../vavai/riv/strany
  • 165-168
http://linked.open...avai/riv/aktivita
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  • P(1M0579)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
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  • 441667
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/07:PU71731
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Počítačová simulace postupu výstavby visuté mostní konstrukce (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [E62BD7585FFD]
http://linked.open...v/mistoKonaniAkce
  • Bratislava
http://linked.open...i/riv/mistoVydani
  • Bratislava. Slovenská republika
http://linked.open...i/riv/nazevZdroje
  • New trends in statics and dynamics of buildings
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
  • Kala, Jiří
  • Salajka, Vlastislav
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
  • 978-80-227-2732-7
http://localhost/t...ganizacniJednotka
  • 26110
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