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Detail publikačního výsledku
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
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
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.
Anglický abstrakt
Klíčová slova
fuzzy, nonlinear, strur, nonlinear, stochastic
Klíčová slova v angličtině
Autoři
Vydáno
01.09.2005
Místo
Barcelona, Španělsko,
ISBN
84-95999-78-1
Kniha
COMPLAS
Strany od
1031
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" }