Detail publikace

Steel Beam Nonlinear Behaviour Analysis Comparison Fuzzy Set Theory with Stochastic Approach

KALA, Z.

Originální název

Steel Beam Nonlinear Behaviour Analysis Comparison Fuzzy Set Theory with Stochastic Approach

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 article 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 carrying 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, set, membership, steel, random, imperfection

Autoři

KALA, Z.

Rok RIV

2005

Vydáno

26. 5. 2005

Místo

Bulharsko, Sofie

ISBN

954-331-003-3

Kniha

VSU 2005

Strany od

122

Strany do

125

Strany počet

4

BibTex

@inproceedings{BUT20571,
  author="Zdeněk {Kala}",
  title="Steel Beam Nonlinear Behaviour Analysis Comparison Fuzzy Set Theory with Stochastic Approach",
  booktitle="VSU 2005",
  year="2005",
  pages="4",
  address="Bulharsko, Sofie",
  isbn="954-331-003-3"
}