Detail publikace

Application of fuzzy set theory to the serviceability limit state of a steel beam under bending

VALEŠ, J. KALA, Z. MELCHER, J.

Originální název

Application of fuzzy set theory to the serviceability limit state of a steel beam under bending

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Deformations of an I-section steel beam under equel end moments are studied in this article. Initial geometric imperfection of the beam axis was introduced according to the Eurocode standard. Numerical studies have shown that the lateral deflection of slender beams under major axis bending can be relatively high.

Klíčová slova

imperfection, slenderness, load carrying capacity, usability, sesnsitivity analysis, limit state, fuzzy analysis

Autoři

VALEŠ, J.; KALA, Z.; MELCHER, J.

Rok RIV

2015

Vydáno

16. 3. 2015

Místo

Switzerland

ISBN

978-3-03835-485-7

Kniha

Trends in Statics and Dynamics of Constructions

ISSN

1662-7482

Periodikum

Applied Mechanics and Materials

Ročník

2015

Číslo

769

Stát

Švýcarská konfederace

Strany od

91

Strany do

96

Strany počet

6

BibTex

@inproceedings{BUT122902,
  author="Jan {Valeš} and Zdeněk {Kala} and Jindřich {Melcher}",
  title="Application of fuzzy set theory to the serviceability limit state of a steel beam under bending",
  booktitle="Trends in Statics and Dynamics of Constructions",
  year="2015",
  journal="Applied Mechanics and Materials",
  volume="2015",
  number="769",
  pages="91--96",
  address="Switzerland",
  isbn="978-3-03835-485-7",
  issn="1662-7482"
}