About: The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution     Goto   Sponge   NotDistinct   Permalink

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Description
  • The standard EN1993-1-1:2002 (EC3) for steel structure design gives the recommended values of partial reliability factors. The load-carrying capacity of a steel frame with compression members can be computed, according to EC3, either by geometrical nonlinear solution or by stability one. In the present paper, we will demonstrate that the structure element reliability can be different in dependence on the method used. The choice of an appropriate method of combining permanent and variable active loaads, and the verification of partial reliability factors recommended by the standard prEN 1990 will be discussed.
  • The standard EN1993-1-1:2002 (EC3) for steel structure design gives the recommended values of partial reliability factors. The load-carrying capacity of a steel frame with compression members can be computed, according to EC3, either by geometrical nonlinear solution or by stability one. In the present paper, we will demonstrate that the structure element reliability can be different in dependence on the method used. The choice of an appropriate method of combining permanent and variable active loaads, and the verification of partial reliability factors recommended by the standard prEN 1990 will be discussed. (en)
Title
  • The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution
  • The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution (en)
skos:prefLabel
  • The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution
  • The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution (en)
skos:notation
  • RIV/00216305:26110/02:PU34667!RIV/2003/GA0/261103/N
http://linked.open.../vavai/riv/strany
  • 160-165
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/00/0603), P(GP103/01/D022)
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
  • 648806
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/02:PU34667
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Transport, Diagnostics, simulations (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [BA9F8C53A5BA]
http://linked.open...v/mistoKonaniAkce
  • Pardubice
http://linked.open...i/riv/mistoVydani
  • Pardubice
http://linked.open...i/riv/nazevZdroje
  • Reliability and Diagnostics of Transport Structures and Means
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...ocetUcastnikuAkce
http://linked.open...nichUcastnikuAkce
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Kala, Zdeněk
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Jaroslav Menšík
https://schema.org/isbn
  • 80-7194-464-5
http://localhost/t...ganizacniJednotka
  • 26110
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