Structural Reliability Assessment Using Direct Determined Fully Probabilistic Calculation

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F09%3A00021523" target="_blank" >RIV/61989100:27120/09:00021523 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Structural Reliability Assessment Using Direct Determined Fully Probabilistic Calculation

Popis výsledku v původním jazyce

Direct determined fully probabilistic method (DDFPM) has been developed as an alternative for Monte Carlo method in the assessment of structural reliability in probabilistic calculations. Input random quantities (such as the load, geometry, material properties or imperfections) are expressed as histograms in the calculations. In the common DDFPM calculations, all input random variables are combined with each other. The number of possible combinations is equal to the product of classes (intervals) of allinput variables. With rather many input random variables, the number of combination is very high. Only a small portion of possible combinations results, typically, in failure. When DDFPM is used, the calculation takes too much time, because combinationsare taken into account that does not contribute to the failure. Efforts to reduce the number of calculation operations have resulted into the development of algorithms that provide the numerical solution of the integral that defines form

Název v anglickém jazyce

Structural Reliability Assessment Using Direct Determined Fully Probabilistic Calculation

Popis výsledku anglicky

Direct determined fully probabilistic method (DDFPM) has been developed as an alternative for Monte Carlo method in the assessment of structural reliability in probabilistic calculations. Input random quantities (such as the load, geometry, material properties or imperfections) are expressed as histograms in the calculations. In the common DDFPM calculations, all input random variables are combined with each other. The number of possible combinations is equal to the product of classes (intervals) of allinput variables. With rather many input random variables, the number of combination is very high. Only a small portion of possible combinations results, typically, in failure. When DDFPM is used, the calculation takes too much time, because combinationsare taken into account that does not contribute to the failure. Efforts to reduce the number of calculation operations have resulted into the development of algorithms that provide the numerical solution of the integral that defines form

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2009

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

The Twelfth International Conference on Civil, Structural and Environmental Engineering Computing

ISBN

978-1-905088-31-7

ISSN

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e-ISSN

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Počet stran výsledku

20

Strana od-do

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Název nakladatele

Civil-Comp Press

Místo vydání

Kippen, Stirlingshire

Místo konání akce

Funchal, Madeira, Portugal

Datum konání akce

1. 9. 2009

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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