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  • The main purpose of the presented paper is to give basis usable to increasing the reliability of designed structures. The article deals with an analysis of the influence of initial imperfection on stress and load-carrying capacity of a steel strut under axial compression. The influence of the initial imperfection on the observed output is quantified applying the so-called stochastic sensitivity analysis. Initial imperfections are defined by their statistic characteristics, obtained from experimental research in the Czech Republic. Real experiments are simulated on computers. The statistical evaluation of variables hard to measure, like stress, can be advantageously carried out. Basic types of stochastic sensitivity analysis are listed and the suitability of their application to the analysis of stability problems of steel structures is discussed. Results can be used for the specification of those input variables which should be, in production, checked with increased accuracy. For dominant variables, it
  • The main purpose of the presented paper is to give basis usable to increasing the reliability of designed structures. The article deals with an analysis of the influence of initial imperfection on stress and load-carrying capacity of a steel strut under axial compression. The influence of the initial imperfection on the observed output is quantified applying the so-called stochastic sensitivity analysis. Initial imperfections are defined by their statistic characteristics, obtained from experimental research in the Czech Republic. Real experiments are simulated on computers. The statistical evaluation of variables hard to measure, like stress, can be advantageously carried out. Basic types of stochastic sensitivity analysis are listed and the suitability of their application to the analysis of stability problems of steel structures is discussed. Results can be used for the specification of those input variables which should be, in production, checked with increased accuracy. For dominant variables, it (en)
Title
  • Sensitivity Analysis of Structures, Problems and Applications
  • Sensitivity Analysis of Structures, Problems and Applications (en)
skos:prefLabel
  • Sensitivity Analysis of Structures, Problems and Applications
  • Sensitivity Analysis of Structures, Problems and Applications (en)
skos:notation
  • RIV/00216305:26110/10:PU92134!RIV13-AV0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/08/0275), P(GAP105/10/1156), P(IAA201720901)
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
  • 286946
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/10:PU92134
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Sensitivity analysis, Stochastic, Reliability, Imperfections, Stability, Buckling, Strut, Steel (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [EE58AE4EE641]
http://linked.open...v/mistoKonaniAkce
  • Athény
http://linked.open...i/riv/mistoVydani
  • Corfu, Řecko
http://linked.open...i/riv/nazevZdroje
  • 3rd WSEAS Int. Conf. on Engineering Mechanics, Structures and Engineering Geology
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
  • Omishore, Abayomi
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
  • 978-960-474-203-5
http://localhost/t...ganizacniJednotka
  • 26110
is http://linked.open...avai/riv/vysledek of
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