Performance of innovative fabricated long hollow columns under axial compression-Reference-Cited by-同舟云学术

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Performance of innovative fabricated long hollow columns under axial compression

Published:2015-03 Issue: Volume:106 Page:99-109
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Javidan Fatemeh,Heidarpour Amin,Zhao Xiao-Ling,Minkkinen Jussi

Funder

Australian Research Council

SSAB steel manufacturer in Finland

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Geometric imperfections in plated structures subject to interaction between buckling modes;Rasmussen;Thin-Walled Struct,1988

2. Interaction of global and local buckling in welded RHS compression members;Degée;J Constr Steel Res,2008

3. Buckling analysis of imperfect I-section beam-columns with stochastic shell finite elements;Schillinger;Comput Mech,2010

4. In-elastic local buckling of skew thin thickness-tapered plates with and without intermidiate supports using the isoparametric spline finite strip method;Lotfi;Thin-Walled Struct,2011

5. In-elastic local buckling of curved plates with or without thickness-tapered sections using finite strip method;Kasaeian;Int J Steel Struct,2012

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