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ŠOMODÍKOVÁ, M.; LEHKÝ, D.
Originální název
Nonlinear analysis of load-bearing capacity of reinforced concrete bridge
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
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.
Anglický abstrakt
Klíčová slova
load-bearing capacity, reliability, degradation, corrosion
Klíčová slova v angličtině
Autoři
Rok RIV
2013
Vydáno
05.06.2012
Nakladatel
Czech Technical University in Prague, Faculty of Transportation Sciences
Místo
Praha, Česká republika
ISBN
978-80-01-05062-0
Kniha
XIIIth Bilateral Czech/German Symposium: Experimental methods and numerical simulations in engineering sciences
Strany od
91
Strany do
94
Strany počet
4
BibTex
@inproceedings{BUT96647, author="Martina {Sadílková Šomodíková} and David {Lehký}", title="Nonlinear analysis of load-bearing capacity of reinforced concrete bridge", booktitle="XIIIth Bilateral Czech/German Symposium: Experimental methods and numerical simulations in engineering sciences", year="2012", pages="91--94", publisher="Czech Technical University in Prague, Faculty of Transportation Sciences", address="Praha, Česká republika", isbn="978-80-01-05062-0" }