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  • The concept presented for the safety assessment of concrete structures integrates nonlinear finite element analysis with stochastic and reliability technology into an advanced engineering tool. The basic aim of the stochastic nonlinear analysis is to calculate the safety index of an existing engineering structure, which characterizes its reliability. The nonlinear solution enables a realistic estimation of the structural response statics to be obtained. The possibility of randomization for such computationally intensive problems is shown. Latin hypercube sampling is used in order to keep the number of required simulations at an acceptable level.
  • The concept presented for the safety assessment of concrete structures integrates nonlinear finite element analysis with stochastic and reliability technology into an advanced engineering tool. The basic aim of the stochastic nonlinear analysis is to calculate the safety index of an existing engineering structure, which characterizes its reliability. The nonlinear solution enables a realistic estimation of the structural response statics to be obtained. The possibility of randomization for such computationally intensive problems is shown. Latin hypercube sampling is used in order to keep the number of required simulations at an acceptable level. (en)
  • The concept presented for the safety assessment of concrete structures integrates nonlinear finite element analysis with stochastic and reliability technology into an advanced engineering tool. The basic aim of the stochastic nonlinear analysis is to calculate the safety index of an existing engineering structure, which characterizes its reliability. The nonlinear solution enables a realistic estimation of the structural response statics to be obtained. The possibility of randomization for such computationally intensive problems is shown. Latin hypercube sampling is used in order to keep the number of required simulations at an acceptable level. (cs)
Title
  • Structural assessment and reliability analysis for existing engineering structures, theoretical background
  • Structural assessment and reliability analysis for existing engineering structures, theoretical background (en)
  • Structural assessment and reliability analysis for existing engineering structures, theoretical background (cs)
skos:prefLabel
  • Structural assessment and reliability analysis for existing engineering structures, theoretical background
  • Structural assessment and reliability analysis for existing engineering structures, theoretical background (en)
  • Structural assessment and reliability analysis for existing engineering structures, theoretical background (cs)
skos:notation
  • RIV/00216305:26110/07:PU72173!RIV08-AV0-26110___
http://linked.open.../vavai/riv/strany
  • 1-9
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  • P(1ET409870411)
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  • 452846
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/07:PU72173
http://linked.open...riv/jazykVysledku
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  • structural reliability, nonlinear numerical analysis, concrete structures, stochastic and probabilistic methods (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • US - Spojené státy americké
http://linked.open...ontrolniKodProRIV
  • [F39F44A0FBF6]
http://linked.open...i/riv/nazevZdroje
  • Structure and infrastructure engineering
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 9
http://linked.open...iv/tvurceVysledku
  • Pukl, Radomír
  • Červenka, Vladimír
  • Novák, Drahomír
  • Bergmeister, Konrad
issn
  • 1573-2479
number of pages
http://localhost/t...ganizacniJednotka
  • 26110
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