Detail publikace

Comparison of Fuzzy Set Theory and Stochastic Method Results in Application to the Analysis of the Ultimate Load-carrying Capacity of Steel Members with Imperfections

KALA, Z. OMISHORE, A.

Originální název

Comparison of Fuzzy Set Theory and Stochastic Method Results in Application to the Analysis of the Ultimate Load-carrying Capacity of Steel Members with Imperfections

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

This article addresses the issue of uncertainty, with which we are often forced to work with whether we want to or not, in engineering. The paper presents an alternate approach in the modelling of initial imperfections as fuzzy numbers. The evaluation of the load carrying capacity of a steel member is presented. The load bearing capacity was solved utilizing the geometric non linear beam solution. The fuzzy analysis of the strut load carrying capacity is compared with the random load carrying capacity determined acc. to the LHS method based on real material and geometric characteristics and acc. to EC 3.

Klíčová slova

fuzzy, nonlinear, strur, nonlinear, stochastic

Autoři

KALA, Z.; OMISHORE, A.

Rok RIV

2005

Vydáno

1. 9. 2005

Místo

Barcelona, Španělsko,

ISBN

84-95999-78-1

Kniha

COMPLAS

Strany od

1031

Strany do

1034

Strany počet

4

BibTex

@inproceedings{BUT20574,
  author="Zdeněk {Kala} and Abayomi {Omishore}",
  title="Comparison of Fuzzy Set Theory and Stochastic Method Results in Application to the Analysis of the Ultimate Load-carrying Capacity of Steel Members with Imperfections",
  booktitle="COMPLAS",
  year="2005",
  pages="4",
  address="Barcelona, Španělsko,",
  isbn="84-95999-78-1"
}