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Description
  • V článku jsou uvedeny základní metody vhodné pro vyhodnocení citlivostní analýzy. Rovněž je uvedena zdokobalená metoda citlivostní analýzy vhodná pro analýzu konstrukcí s numerickými problémy v nelineárním výpočtovém modelu. (cs)
  • Basic methods of the sensitivity analysis applicable in combination with numerical Monte Carlo type simulation methods are presented in the paper. An example of the influence of a plane steel frame initial imperfections on its load-carrying capacity variability is given there. It is shown in this paper that basic sensitivity analysis methods can be inaccurate in some cases. The updated modification of the procedures mentioned is proposed so that it were possible to apply them to the most various structuure types solved by means of simulation methods. The influence of initial imperfections on the load-carrying capacity of steel plane frame is analysed by auxiliary sensitivity analysis. The realisations of input random quantities were simulated by the Latin Hypercube Sampling method. The load-carrying capacity was solved by geometrically and materially nonlinear solution.
  • Basic methods of the sensitivity analysis applicable in combination with numerical Monte Carlo type simulation methods are presented in the paper. An example of the influence of a plane steel frame initial imperfections on its load-carrying capacity variability is given there. It is shown in this paper that basic sensitivity analysis methods can be inaccurate in some cases. The updated modification of the procedures mentioned is proposed so that it were possible to apply them to the most various structuure types solved by means of simulation methods. The influence of initial imperfections on the load-carrying capacity of steel plane frame is analysed by auxiliary sensitivity analysis. The realisations of input random quantities were simulated by the Latin Hypercube Sampling method. The load-carrying capacity was solved by geometrically and materially nonlinear solution. (en)
Title
  • Auxiliary Sensitivity Analysis Applied to Stability Problems of Steel Frame Structures
  • Doplňková citlivostní analýza stabilitních problémů ocelových rámů (cs)
  • Auxiliary Sensitivity Analysis Applied to Stability Problems of Steel Frame Structures (en)
skos:prefLabel
  • Auxiliary Sensitivity Analysis Applied to Stability Problems of Steel Frame Structures
  • Doplňková citlivostní analýza stabilitních problémů ocelových rámů (cs)
  • Auxiliary Sensitivity Analysis Applied to Stability Problems of Steel Frame Structures (en)
skos:notation
  • RIV/00216305:26110/05:PU53903!RIV06-GA0-26110___
http://linked.open.../vavai/riv/strany
  • 63-74
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA103/03/0233)
http://linked.open...iv/cisloPeriodika
  • 1
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
  • 513436
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/05:PU53903
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • sensitivity, frame, buckling, imperfections (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • CZ - Česká republika
http://linked.open...ontrolniKodProRIV
  • [CD3B08AC3408]
http://linked.open...i/riv/nazevZdroje
  • Inženýrská mechanika - Engineering Mechanics
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...v/svazekPeriodika
  • 12
http://linked.open...iv/tvurceVysledku
  • Kala, Zdeněk
issn
  • 1210-2717
number of pages
http://localhost/t...ganizacniJednotka
  • 26110
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