Nonlinear analysis of load-bearing capacity of reinforced concrete bridge

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU101562" target="_blank" >RIV/00216305:26110/12:PU101562 - 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
Nonlinear analysis of load-bearing capacity of reinforced concrete bridge
Original language description
The aim of the paper is to describe possibilities of utilization of nonlinear fully probabilistic approach to reliability assessment of load-bearing capacity of existing bridges. Information about current state of bridges is very important for load-bearing capacity analysis using deterministic as well as fully probabilistic approach. In connection with durability limit states of reinforced concrete structures, the influence of carbonation and the corrosion of reinforcement on load-bearing capacity and the structural reliability are also discussed.
Czech name
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Czech description
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Project
<a href="/en/project/TA01011019" target="_blank" >TA01011019: Simulation software tools for virtual reliability testing and lifetime ananlysis of concrete structures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
XIIIth Bilateral Czech/German Symposium: Experimental methods and numerical simulations in engineering sciences
ISBN
978-80-01-05062-0
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
91-94
Publisher name
Czech Technical University in Prague, Faculty of Transportation Sciences
Place of publication
Praha, Česká republika
Event location
Telč
Event date
Jun 5, 2012
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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