Fuzzy Stochastic Analysis of Serviceability and Ultimate Limit States of Two-Span Pedestrian Steel Bridge

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102059" target="_blank" >RIV/00216305:26110/12:PU102059 - 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
Fuzzy Stochastic Analysis of Serviceability and Ultimate Limit States of Two-Span Pedestrian Steel Bridge
Original language description
The paper deals with non-linear analysis of ultimate and serviceability limit states of two-span pedestrian steel bridge. The effects of random material and geometrical characteristics on limit states are analyzed. The Monte Carlo method was applied to stochastic analysis. For the serviceability limit state, also influence of fuzzy uncertainty of the limit deflection value on random characteristics of load capacity of variable action was studied. The results prove that, for the type of structure studied, the serviceability limit state is decisive from the point of view of design. The present paper opens a discussion on the use of stochastic analysis to verify the limit deflections given in the standards EUROCODES.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
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
ICNAAM 2012 - International Conference on Numerical Analysis and Applied Mathematics
ISBN
978-0-7354-1091-6
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
2070-2073
Publisher name
Neuveden
Place of publication
Kos, Řecko
Event location
Kos
Event date
Sep 19, 2012
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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