Ultimate capacity of I-slender section columns-Reference-Cited by-同舟云学术

Ultimate capacity of I-slender section columns

Published:2004-08 Issue:8 Volume:60 Page:1193-1211
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Salem A.H.,El Aghoury M.,El Dib F.F.,Hanna M.T.

Publisher

Elsevier BV

Subject

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

Reference13 articles.

1. The stability of flat plates;Bulson,1970

2. Background to buckling;Allen,1980

3. Nonlinear analysis of thin sections in compression;Hancock;J Struct Engng ASCE,1981

4. Interaction Buckling in I-Section Columns;Hancock;J Struct Engng ASCE,1981

5. Lindstrom G. Column strength of welded I-sections in postbuckling range of component plates. Bulletin number 138. Stockholm: The Dept. of Structural Mechanics & Engineering, Royal Instuitute of Technology; 1982.

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