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KALA, Z. SANDOVIČ, G.
Originální název
Fuzzy Stochastic Analysis of Serviceability and Ultimate Limit States of Two-Span Pedestrian Steel Bridge
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
Fuzzy, stochastic, pedestrian bridge, steel, limit states, tension, bending, resistance.
Autoři
KALA, Z.; SANDOVIČ, G.
Rok RIV
2012
Vydáno
19. 9. 2012
Místo
Kos, Řecko
ISBN
978-0-7354-1091-6
Kniha
ICNAAM 2012 - International Conference on Numerical Analysis and Applied Mathematics
Strany od
2070
Strany do
2073
Strany počet
4
BibTex
@inproceedings{BUT97308, author="Zdeněk {Kala} and Giedré {Sandovič}", title="Fuzzy Stochastic Analysis of Serviceability and Ultimate Limit States of Two-Span Pedestrian Steel Bridge", booktitle="ICNAAM 2012 - International Conference on Numerical Analysis and Applied Mathematics", year="2012", pages="2070--2073", address="Kos, Řecko", isbn="978-0-7354-1091-6" }