Thin-walled steel columns with partially closed cross-section: Tests and computer simulations

Author:

Veljkovic Milan,Johansson Bernt

Publisher

Elsevier BV

Subject

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

Reference5 articles.

1. Vulcan D.. Behaviour of axially loaded thin-walled steel column with partially closed cross-section, M.Sc. thesis, CIV (Luleå): Luleå University of Technology, 2003: 263, http://epubl.ltu.se/1402-1617/2003/index-en.shtml; 2003. Site last time visited on 10 February 2007

2. Zanella E.. Resistance of polygonal thin-walled column eccentrically loaded, M.Sc. thesis, CIV (Luleå): Luleå University of Technology, 2003: 273, http://epubl.ltu.se/1402-1617/2003/index-en.shtml; 2003. Site last time visited on 10 February 2007

3. Eurocode 3, Design of steel structures. Part 1–3 Cold formed thin gauge members and sheeting. EN 1993-1-3:2005

4. Specification for design of cold/formed steel structural members, Attachment B, Final version, http://www.ce.jhu.edu/bschafer/direct_strength/2004-01-Spec/190B_fnl_B.pdf; 2004

5. Site last time visited on 10, http://www.ce.jhu.edu/bschafer/cufsm/; February 2007

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