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  • A steel frame with haunches is designed according to Eurocodes. The frame is exposed to self-weight, snow and wind actions. Lateral-torsional buckling appears to represent the most critical criterion, which is considered as a basis for the limit state function. Probabilistic models of basic variables proposed by Joint Committee for Structural Safety (JCSS) are used in the reliability analysis. Uncertainty model coefficients take into account inaccuracy of the resistance model for the haunched girder andof the load effect model. The time invariant reliabilty analysis is based on Turkstra's rule for combinations of snow and wind loads. The time variant analysis describes snow and wind actions by jump processes with intermittencies. Considering the 50-ye ars lifetime, obtained values of the reliability index beta vary from 3,95 up to 5,56. The cross-profile IPE 330 designed according to Eurocodes seems to be adequate.
  • A steel frame with haunches is designed according to Eurocodes. The frame is exposed to self-weight, snow and wind actions. Lateral-torsional buckling appears to represent the most critical criterion, which is considered as a basis for the limit state function. Probabilistic models of basic variables proposed by Joint Committee for Structural Safety (JCSS) are used in the reliability analysis. Uncertainty model coefficients take into account inaccuracy of the resistance model for the haunched girder andof the load effect model. The time invariant reliabilty analysis is based on Turkstra's rule for combinations of snow and wind loads. The time variant analysis describes snow and wind actions by jump processes with intermittencies. Considering the 50-ye ars lifetime, obtained values of the reliability index beta vary from 3,95 up to 5,56. The cross-profile IPE 330 designed according to Eurocodes seems to be adequate. (en)
Title
  • Reliability Analysis of a Steel Frame
  • Reliability Analysis of a Steel Frame (en)
skos:prefLabel
  • Reliability Analysis of a Steel Frame
  • Reliability Analysis of a Steel Frame (en)
skos:notation
  • RIV/68407700:21610/02:07080511!RIV/2003/MSM/216103/N
http://linked.open.../vavai/riv/strany
  • 1551;1560
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM 210000029)
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
  • 662046
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21610/02:07080511
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Lateral-torsional buckling; Steel frame; jump processes; reliability (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [D8EA073E33B4]
http://linked.open...v/mistoKonaniAkce
  • Coimbra
http://linked.open...i/riv/mistoVydani
  • Coimbra
http://linked.open...i/riv/nazevZdroje
  • Eurosteel 2002
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
  • Sýkora, Miroslav
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
  • 21610
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