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  • The paper addresses the issue of uncertainty, with which we are often forced to work with whether we want to or not, in engineering. The article presents an alternate approach in the modelling of initial imperfections as fuzzy numbers. The evaluation ofthe load carrying capacity of a steel member is presented. The load carrying capacity was solved utilizing the geometric non linear beam solution. The fuzzy analysis of the strut load carrying capacity is compared with the random load carrying capacity ddetermined according to the LHS method based on real material and geometric characteristics and acc. to EC 3.
  • The paper addresses the issue of uncertainty, with which we are often forced to work with whether we want to or not, in engineering. The article presents an alternate approach in the modelling of initial imperfections as fuzzy numbers. The evaluation ofthe load carrying capacity of a steel member is presented. The load carrying capacity was solved utilizing the geometric non linear beam solution. The fuzzy analysis of the strut load carrying capacity is compared with the random load carrying capacity ddetermined according to the LHS method based on real material and geometric characteristics and acc. to EC 3. (en)
  • V článku je řešena stochastická a fuzzy nejistota únosnosti ocelového prutu v závislosti na nejistotách vstupních materiálových a geometrických imperfekcí. Stochastická nejistota byla analyzována metodou LHS. Je rovněž provedeno srovnání i s EUROCODE 3. (cs)
Title
  • Fatigue Analysis of Steel Structure Subjected to Repeated Loading - Sensitivity Approach
  • Únavová analýza ocelové konstrukce namáhané opakovaným zatížením, citlivostní analýza (cs)
  • Fatigue Analysis of Steel Structure Subjected to Repeated Loading - Sensitivity Approach (en)
skos:prefLabel
  • Fatigue Analysis of Steel Structure Subjected to Repeated Loading - Sensitivity Approach
  • Únavová analýza ocelové konstrukce namáhané opakovaným zatížením, citlivostní analýza (cs)
  • Fatigue Analysis of Steel Structure Subjected to Repeated Loading - Sensitivity Approach (en)
skos:notation
  • RIV/00216305:26110/05:PU56597!RIV06-GA0-26110___
http://linked.open.../vavai/riv/strany
  • 41-46
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA103/03/0233), P(GA103/05/0417)
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
  • 521432
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/05:PU56597
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • steel, fatigue, beam, random, stochastic, mechanics (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [53856E1871BD]
http://linked.open...v/mistoKonaniAkce
  • Maastricht
http://linked.open...i/riv/mistoVydani
  • Netherland, Maastricht
http://linked.open...i/riv/nazevZdroje
  • Eurosteel
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
  • Neuveden
https://schema.org/isbn
  • 3-86130-812-6
http://localhost/t...ganizacniJednotka
  • 26110
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