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Description
| - 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)
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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)
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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)
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skos:notation
| - RIV/00216305:26110/07:PU72173!RIV08-AV0-26110___
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http://linked.open.../vavai/riv/strany
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
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http://linked.open...iv/cisloPeriodika
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http://linked.open...vai/riv/dodaniDat
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http://linked.open...aciTvurceVysledku
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http://linked.open.../riv/druhVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...titaPredkladatele
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http://linked.open...dnocenehoVysledku
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http://linked.open...ai/riv/idVysledku
| - RIV/00216305:26110/07:PU72173
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - structural reliability, nonlinear numerical analysis, concrete structures, stochastic and probabilistic methods (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...odStatuVydavatele
| - US - Spojené státy americké
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http://linked.open...ontrolniKodProRIV
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http://linked.open...i/riv/nazevZdroje
| - Structure and infrastructure engineering
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http://linked.open...in/vavai/riv/obor
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http://linked.open...ichTvurcuVysledku
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http://linked.open...cetTvurcuVysledku
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http://linked.open...vavai/riv/projekt
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http://linked.open...UplatneniVysledku
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http://linked.open...v/svazekPeriodika
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http://linked.open...iv/tvurceVysledku
| - Pukl, Radomír
- Červenka, Vladimír
- Novák, Drahomír
- Bergmeister, Konrad
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issn
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number of pages
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http://localhost/t...ganizacniJednotka
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