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Description
  • The analysis of the failure probability unbalance depending on the relation between permanent active component and variable active component is described in the present paper. The steel structures design standard EC3 allows, for frame structures with compression members, to determine the load carrying capacity both by the stability solution with buckling length and by geometrically non-linear solution with initial imperfection. Values of these load carrying capacities often differ, this fact influencingg also the structure safety design. The steel plane frame with two loaded, fixed columns and one cross bar was solved. A geometrically and physically non-linear solution was applied to the probability analysis. The input random quantities were consideredboth according to histograms determined experimentally, and by application of classical probability distribution types having parameters recommended in the corresponding specialized literature. The numerical simulation method Importance Sampling was use
  • The analysis of the failure probability unbalance depending on the relation between permanent active component and variable active component is described in the present paper. The steel structures design standard EC3 allows, for frame structures with compression members, to determine the load carrying capacity both by the stability solution with buckling length and by geometrically non-linear solution with initial imperfection. Values of these load carrying capacities often differ, this fact influencingg also the structure safety design. The steel plane frame with two loaded, fixed columns and one cross bar was solved. A geometrically and physically non-linear solution was applied to the probability analysis. The input random quantities were consideredboth according to histograms determined experimentally, and by application of classical probability distribution types having parameters recommended in the corresponding specialized literature. The numerical simulation method Importance Sampling was use (en)
  • V článku je verifikován dílčí součinitel spolehlivosti. Verifikace byla provdena na příkladu rovinného ocelového rámu s imperfekcemi. Vstupní imperfekce byly uvařována jako náhodné veličiny. Byla použita numerická simulační metoda typu Monte Carlo. (cs)
Title
  • Verifikace dílčího součinitele spolehlivosti u příkladu ocelového rámu s imperfekcemi (cs)
  • Verification of the partial reliability factors on a case of a frame with respecting random imperfections
  • Verification of the partial reliability factors on a case of a frame with respecting random imperfections (en)
skos:prefLabel
  • Verifikace dílčího součinitele spolehlivosti u příkladu ocelového rámu s imperfekcemi (cs)
  • Verification of the partial reliability factors on a case of a frame with respecting random imperfections
  • Verification of the partial reliability factors on a case of a frame with respecting random imperfections (en)
skos:notation
  • RIV/00216305:26110/03:PU41841!RIV06-GA0-26110___
http://linked.open.../vavai/riv/strany
  • 19-22
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/03/0233), 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
  • 632901
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/03:PU41841
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • stability, reliability, steel, random, imperfections, yield strength, partial factor, buckling (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [F74292041507]
http://linked.open...v/mistoKonaniAkce
  • University of Miskolc, Hungary
http://linked.open...i/riv/mistoVydani
  • University of Miscolc, Hungary
http://linked.open...i/riv/nazevZdroje
  • Metal Structures - Design, Fabrication, Economy
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, Zdeněk
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Millpress
https://schema.org/isbn
  • 90-77017-75-5
http://localhost/t...ganizacniJednotka
  • 26110
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