Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigations-Reference-Cited by-同舟云学术

Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigations

Published:2010-04 Issue:4 Volume:136 Page:354-360
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rossi Barbara¹²³,Jaspart Jean-Pierre¹²³,Rasmussen Kim J. R.¹²³

Affiliation:

1. Dept. ArGEnCo, Univ. of Liège, 4000 Liège, Belgium (corresponding author).

2. Professor, Dept. ArGenCo, Univ. of Liège, 4000 Liège, Belgium.

3. Professor, School of Civil Engineering, Univ. of Sydney, Sydney NSW 2006, Australia.

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%29ST.1943-541X.0000130

Reference17 articles.

1. Ala-Outinen T. and Oksanen T. (1997). “Stainless steel compression members exposed to fire.” Research Note No. 1864 VTT Building Technology Finland.

2. Ashraf M. (2006). “Structural stainless steel design: Resistance based on deformation capacity.” Ph.D. thesis Imperial College London.

3. Finite element modelling of structural stainless steel cross-sections

4. The direct strength method for stainless steel compression members

5. Experiments on stainless steel hollow sections—Part 1: Material and cross-sectional behaviour

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