Přístupnostní navigace
E-přihláška
Vyhledávání Vyhledat Zavřít
Detail publikace
VALEŠ, J. KALA, Z. MELCHER, J.
Originální název
Application of fuzzy set theory to serviceability limit state of steel beam under bending
Anglický název
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
čeština
Originální abstrakt
In this article, deformations of an I-section steel beam under equal end moments are studied. An initial geometric imperfection of the beam axis according to Eurocode standard is applied. Former numerical studies showed that the lateral deflection of slender beam under major axis bending can be relatively high. The acceptability of high values of lateral deflections within the framework of serviceability limit state is discussed. In the next part of the paper, the limit value of maximum deflection was introduced as a fuzzy number. The fuzzy analysis of the maximum moment which causes the maximum deflection was carried out. The slendernesses of beams for which the serviceability limit state is the limiting state for design were identified.
Anglický abstrakt
Klíčová slova
Imperfekce, štíhlost, únosnost, použitelnost, citlivostní analýza, mezní stav, fuzzy analýza
Klíčová slova v angličtině
Autoři
VALEŠ, J.; KALA, Z.; MELCHER, J.
Rok RIV
2014
Vydáno
16. 10. 2014
Místo
Bratislava, Slovenská republika
ISBN
978-80-227-4259-7
Kniha
New Trends in Statics and Dynamics of Buildings
Strany od
1
Strany do
5
Strany počet
BibTex
@inproceedings{BUT114227, author="Jan {Valeš} and Zdeněk {Kala} and Jindřich {Melcher}", title="Application of fuzzy set theory to serviceability limit state of steel beam under bending", booktitle="New Trends in Statics and Dynamics of Buildings", year="2014", pages="1--5", address="Bratislava, Slovenská republika", isbn="978-80-227-4259-7" }