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  • Prezentované nelineární řešení komorových mostů z předpjatého betonu založené na metodě konečných prvků poskytuje rozložení napětí a vývoj deformací v průběhu výstavby a funkce mostu, stanovení únosnosti a posouzení stavu konstrukce a podklady pro možné opravy a rekonstrukce. (cs)
  • The proposed method for non-linear finite element analysis of prestressed concrete box girder bridges allows obtaining stress distributions and deflection variations during construction and service stages, estimation of load carrying capacity, assessment of condition of a bridge and knowledge for possible repair and reconstruction considerations.
  • The proposed method for non-linear finite element analysis of prestressed concrete box girder bridges allows obtaining stress distributions and deflection variations during construction and service stages, estimation of load carrying capacity, assessment of condition of a bridge and knowledge for possible repair and reconstruction considerations. (en)
Title
  • Assessment of Load Bearing Capacity of the Nusle Bridge in Prague by Computer Simulation
  • Assessment of Load Bearing Capacity of the Nusle Bridge in Prague by Computer Simulation (en)
  • Stanovení únosnosti Nuselského mostu v Praze použitím počítačové simulace (cs)
skos:prefLabel
  • Assessment of Load Bearing Capacity of the Nusle Bridge in Prague by Computer Simulation
  • Assessment of Load Bearing Capacity of the Nusle Bridge in Prague by Computer Simulation (en)
  • Stanovení únosnosti Nuselského mostu v Praze použitím počítačové simulace (cs)
skos:notation
  • RIV/68407700:21110/04:01103961!RIV/2005/GA0/211105/N
http://linked.open...avai/riv/aktivita
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  • P(GA103/02/1005)
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  • 555460
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  • RIV/68407700:21110/04:01103961
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  • bridge; computer simulation; concrete; cracking; fracture mechanics (en)
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  • [8062A3ADA7EC]
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  • Křístek, Vladimír
  • Červenka, V.
  • Niewald, J.
http://localhost/t...ganizacniJednotka
  • 21110
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