Structural analysis and reliability assessment, SARA Part I

Result code in 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>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Structural analysis and reliability assessment, SARA Part I

Original language description

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

Czech name

Structural analysis and reliability assessment, SARA Part I

Czech description

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

Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

<a href="/en/project/1ET409870411" target="_blank" >1ET409870411: VITESPO-Virtual testing of safety and reliability of structures</a><br>

Continuities

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

Publication year

2007

Confidentiality

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

Article name in the collection

Structural health monitoring and intelligent infrastructure

ISBN

978-0-9736430-4-6

ISSN

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e-ISSN

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Number of pages

8

Pages from-to

188-195

Publisher name

Neuveden

Place of publication

Vancouver, Canada

Event location

Vancouver

Event date

Nov 14, 2007

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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