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  • In our contribution, we will demonstrate the possible difference of the structural element reliability according to the behaviour under tension and buckling. For both problems, the choice of an appropriate method of permanent and variable load combination, and verification of values of partial reliability factors recommended in specified provisions will be discussed. We will show that the steel of one strength class should be defined not only by its characteristic value but also by its prescribed variattion coefficient and by minimum skewness of yield strength distribution.
  • In our contribution, we will demonstrate the possible difference of the structural element reliability according to the behaviour under tension and buckling. For both problems, the choice of an appropriate method of permanent and variable load combination, and verification of values of partial reliability factors recommended in specified provisions will be discussed. We will show that the steel of one strength class should be defined not only by its characteristic value but also by its prescribed variattion coefficient and by minimum skewness of yield strength distribution. (en)
Title
  • Problems Of Statistic Steel Grade Definition
  • Problems Of Statistic Steel Grade Definition (en)
skos:prefLabel
  • Problems Of Statistic Steel Grade Definition
  • Problems Of Statistic Steel Grade Definition (en)
skos:notation
  • RIV/00216305:26110/02:PU34333!RIV/2003/MSM/261103/N
http://linked.open.../vavai/riv/strany
  • 1571-1580
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM 261100007)
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
  • 660446
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/02:PU34333
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Yield strength, simulation method, imperfections, partial factor, buckling (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [1D10D337EB00]
http://linked.open...v/mistoKonaniAkce
  • Coimbra
http://linked.open...i/riv/mistoVydani
  • Coimbra, Portugal
http://linked.open...i/riv/nazevZdroje
  • Proceedings of Third European Conference on Steel Structures, Volume II
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...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Kala, Zdeněk
  • Melcher, Jindřich
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Universidade de Coimbra
https://schema.org/isbn
  • 972-98376-3-5
http://localhost/t...ganizacniJednotka
  • 26110
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