Structural analysis and reliability assessment, SARA Part I

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F07%3APU72269" target="_blank" >RIV/00216305:26110/07:PU72269 - 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 analysis and reliability assessment, SARA Part I

Popis výsledku v původním jazyce

The paper describes a complex methodology for statistical and reliability analyses of concrete bridges. It describes the cirtual simulation used on the way from assessment of experimental results to reliability analysis. The approach is based on randomization of fracture mechanics finite element analysis of cocncrete structure. Theoretical as well as practical application aspects are presented emphasizing the conceptual framework and key points of solution. Efficient techniques of both nonlinear numerical analysis of concrete structures and stochastic simulation methods of Monte Carlo type have been combined in order to offer an advanced tool for assessment of realistic behaviour of concrete structures from statistical and reliability point of views Inorder to use appropriate parameters of material laws in computational model andúor damage assessment an inverse analysis based on dynamic experiment has to be performed. The applications of the approach are described in consequent papers

Název v anglickém jazyce

Structural analysis and reliability assessment, SARA Part I

Popis výsledku anglicky

The paper describes a complex methodology for statistical and reliability analyses of concrete bridges. It describes the cirtual simulation used on the way from assessment of experimental results to reliability analysis. The approach is based on randomization of fracture mechanics finite element analysis of cocncrete structure. Theoretical as well as practical application aspects are presented emphasizing the conceptual framework and key points of solution. Efficient techniques of both nonlinear numerical analysis of concrete structures and stochastic simulation methods of Monte Carlo type have been combined in order to offer an advanced tool for assessment of realistic behaviour of concrete structures from statistical and reliability point of views Inorder to use appropriate parameters of material laws in computational model andúor damage assessment an inverse analysis based on dynamic experiment has to be performed. The applications of the approach are described in consequent papers

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/1ET409870411" target="_blank" >1ET409870411: VITESPO-Virtuální testování bezpečnosti a spolehlivosti konstrukcí</a><br>

Návaznosti

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

Rok uplatnění

2007

Kód důvěrnosti údajů

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

Název statě ve sborníku

Structural health monitoring and intelligent infrastructure

ISBN

978-0-9736430-4-6

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

188-195

Název nakladatele

Neuveden

Místo vydání

Vancouver, Canada

Místo konání akce

Vancouver

Datum konání akce

14. 11. 2007

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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