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NOVÁK, D. LEHKÝ, D. DOLEŽEL, J. ŠOMODÍKOVÁ, M.
Originální název
Service life probabilistic assessment of highly deteriorated reinforced concrete arch bridge
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
The paper is focused on fully probabilistic assessment of old reinforced concrete arch bridge. As many uncertainties are involved the approach is the probabilistic one, enabling the reliability-based prognosis of service life. An advanced modeling is needed, where aspects of nonlinear behavior of concrete and degradation modeling are combined with efficient reliability techniques to calculate reliability in time. The aim is to provide reliability measures - reliability index and/or failure probability values in time. Small-sample Monte Carlo type statistical simulation technique Latin Hypercube Sampling is applied to model all uncertainties involved, including statistical correlation.
Klíčová slova
Concrete Bridges, Deterioration, Durability, Probabilistic Assessment, Service Life
Autoři
NOVÁK, D.; LEHKÝ, D.; DOLEŽEL, J.; ŠOMODÍKOVÁ, M.
Rok RIV
2013
Vydáno
22. 4. 2013
Místo
Tel-Aviv, Israel
ISBN
978-965-92039-0-1
Kniha
Engineering a Concrete Future: Technology, Modeling & Construction
Strany od
399
Strany do
402
Strany počet
4
BibTex
@inproceedings{BUT102211, author="Drahomír {Novák} and David {Lehký} and Jiří {Doležel} and Martina {Sadílková Šomodíková}", title="Service life probabilistic assessment of highly deteriorated reinforced concrete arch bridge", booktitle="Engineering a Concrete Future: Technology, Modeling & Construction", year="2013", pages="399--402", address="Tel-Aviv, Israel", isbn="978-965-92039-0-1" }