Reliability assessment of reinforced concrete slab bridges strengthening

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU85988" target="_blank" >RIV/00216305:26110/09:PU85988 - 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
Reliability assessment of reinforced concrete slab bridges strengthening
Original language description
The aim of the paper is to study and evaluate the existing reinforced concrete slab bridge behavior before and after strengthening. The bridge was calculated by the nonlinear finite element fracture mechanics to model first experiment and then real structure. As many uncertainties are involved in the problem, a statistical approach was used to assess the influence of uncertainties on structural response (load-carrying capacity). It is based on a randomization of nonlinear finite element analysis of concrete structures using advanced statistical and reliability techniques. An increase of reliability after strengthening could be assessed and compared to the code specifications.
Czech name
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Czech description
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Project
<a href="/en/project/GA103%2F07%2F0760" target="_blank" >GA103/07/0760: Soft computing in structural mechanics</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Safety, Reliability and Risk of Structures, Infrastructures and Engineering Systems, proc. of ICOSSAR 2009
ISBN
978-0-415-47557-0
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
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Publisher name
Neuveden
Place of publication
Osaka, Japonsko
Event location
Osaka
Event date
Aug 1, 2009
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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