Detail publikace

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

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"
}