Detail publikace

Coupled Instabilities in Centrally Loaded Thin-Walled Columns

KALA, Z., KALA, J.

Originální název

Coupled Instabilities in Centrally Loaded Thin-Walled Columns

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The objective of the paper is to analyse the influence of initial imperfections on the behaviour of thin-walled girders welded of slender plate elements. Thin-walled steel structures made of slender plate elements are nowadays used more and more frequently. Their application is widely spread in both building and bridge construction. Among their most frequently used types are steel plate girders having a slender web. Theoretical analysis of this girder carried out in Brno is combined with experimental results obtained by one of the authors and his co-workers in Prague.

Klíčová slova

stability, web, imperfections, nonlinear, FEM

Autoři

KALA, Z., KALA, J.

Rok RIV

2004

Vydáno

24. 6. 2004

Místo

Jyväskylä (Finland)

ISBN

951-39-1868-8

Kniha

Proc. of the European Congress on Computational Methods in Applied Sciences and Engineering - ECCOMAS 2004

Strany od

20

Strany do

25

Strany počet

6

BibTex

@inproceedings{BUT12576,
  author="Zdeněk {Kala} and Jiří {Kala}",
  title="Coupled Instabilities in Centrally Loaded Thin-Walled Columns",
  booktitle="Proc. of the European Congress on Computational Methods in Applied Sciences and Engineering - ECCOMAS 2004",
  year="2004",
  pages="6",
  address="Jyväskylä (Finland)",
  isbn="951-39-1868-8"
}