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  • Advances in computer technology make possible a transition from current structural reliability methods, such as the Partial Factors Method (PFM) mandated in (Eurocode 0 2004), to the probabilistic methods such as Simulation-Based Reliability Assessment method, SBRA, based on the application of non-parametric distributions and Monte Carlo simulation technique. This paper is centred on the safety assessment of steel frame structures where primary attention is devoted to problems of buckling resistance of systems. The differences between the structural reliability assessments based on the prescriptive PFM and the probabilistic SBRA method are specified and discussed using a pilot example. The expected corresponding transition from deterministic to probabilistic way of thinking of designers and others involved is emphasized.
  • Advances in computer technology make possible a transition from current structural reliability methods, such as the Partial Factors Method (PFM) mandated in (Eurocode 0 2004), to the probabilistic methods such as Simulation-Based Reliability Assessment method, SBRA, based on the application of non-parametric distributions and Monte Carlo simulation technique. This paper is centred on the safety assessment of steel frame structures where primary attention is devoted to problems of buckling resistance of systems. The differences between the structural reliability assessments based on the prescriptive PFM and the probabilistic SBRA method are specified and discussed using a pilot example. The expected corresponding transition from deterministic to probabilistic way of thinking of designers and others involved is emphasized. (en)
  • Předmětem příspěvku je aplikace pravděpodobnostní metody SBRA v oblasti stabilitních posudků ocelových prutových konstrukcí. V této souvislosti je věnována pozornost přechodu od tradičního posudku vzpěrné pevnosti podle současných norem (vzpěrné délky, součinitele vzpěrnosti) k pevnostnímu pojetí při respektování účinků zatížení v souladu s teorií druhého řádu. Pozornost je zaměřena především na problematiku vhodného modelování konstrukce pro výpočet účinků zatížení podle teorie druhého řádu, na zavedení nahodile proměnných veličin do výpočtu, na jejich vzájemnou interakci, dále pak na možnosti a způsoby vyhodnocení spolehlivosti prutové konstrukce a jejich částí. (cs)
Title
  • Reliability assessment of steel frames based on the SBRA method.
  • Reliability assessment of steel frames based on the SBRA method. (en)
  • Posudek spolehlivosti ocelového rámu založený na metodě SBRA (cs)
skos:prefLabel
  • Reliability assessment of steel frames based on the SBRA method.
  • Reliability assessment of steel frames based on the SBRA method. (en)
  • Posudek spolehlivosti ocelového rámu založený na metodě SBRA (cs)
skos:notation
  • RIV/61989100:27120/06:00014013!RIV07-GA0-27120___
http://linked.open.../vavai/riv/strany
  • 352-353
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/04/1451)
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
  • 497141
http://linked.open...ai/riv/idVysledku
  • RIV/61989100:27120/06:00014013
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • SBRA; Monte carlo; Steel Frames; Semi-rigid joints (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [51D53B0EDEDB]
http://linked.open...i/riv/mistoVydani
  • London
http://linked.open...i/riv/nazevZdroje
  • Progress in Steel, Composite and Aluminium Structures
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
  • Marek, Pavel
  • Křivý, Vít
number of pages
http://purl.org/ne...btex#hasPublisher
  • Balkema London
https://schema.org/isbn
  • 0-415-40120-8
http://localhost/t...ganizacniJednotka
  • 27120
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