Ultimate capacity of battened columns composed of four equal slender angles-Reference-Cited by-同舟云学术

Ultimate capacity of battened columns composed of four equal slender angles

Published:2013-02 Issue: Volume:63 Page:175-185
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

El Aghoury M.A.,Salem A.H.,Hanna M.T.,Amoush E.A.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference13 articles.

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2. Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses;Schafer;Journal of Constructional Steel Research,1998

3. Investigation on slenderness ratios of built-up compression members;Liu;Journal of Constructional Steel Research,2008

4. Lecce M, Rasmussen K. Finite element modelling and design of cold-formed stainless steel sections. Research report no. R845, April 2005.

5. Rasmussen K,Tim Burns, Paul Bezkorovainy. Design of stiffened elements in cold-formed stainless steel sections. Research report no. R826, March 2003.

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