Numerical Modeling of Stainless Steel Structural Components—A Consistent Approach-Reference-Cited by-同舟云学术

Numerical Modeling of Stainless Steel Structural Components—A Consistent Approach

Published:2004-10 Issue:10 Volume:130 Page:1586-1601
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gardner L.¹,Nethercot D. A.²

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London SW7 2AZ, U.K. E-mail: leroy.gardner@imperial.ac.uk

2. Department Head, Professor, Dept. of Civil and Environmental Engineering, Imperial College London, South Kensington Campus, London SW7 2AZ, U.K. E-mail: d.nethercot@imperial.ac.uk

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A10%281586%29

Reference33 articles.

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2. Material Properties Models for Analysis of Cold-Formed Steel Members

3. Bredenkamp P.J. Van den Berg G.J. and Van der Merwe P. ( 1992). “Residual stresses and the strength of stainless steel I-section columns. “ Proc. Structural Stability Research Council Annual Technical Session ” Pittsburgh 69–86.

4. Test of fabricated tubular columns;Chen W. F.;J. Struct. Div. ASCE,1977

5. Finite element technique for design of stub columns

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