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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
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" }