Carrying Capacity of Stainless Steel Columns in the Low Slenderness Range-Reference-Cited by-同舟云学术

Carrying Capacity of Stainless Steel Columns in the Low Slenderness Range

Published:2013-06 Issue:6 Volume:139 Page:1088-1092
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rossi Barbara¹,Rasmussen Kim J. R.²

Affiliation:

1. Post-doctoral Researcher, Dept. ArGenCo, Univ. of Liège, 4000 Liege, Belgium (corresponding author).

2. Head, 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.0000666

Reference25 articles.

1. Ala-Outinen T. and Oksanen T. (1997). “Stainless steel compression members exposed to fire.” Research note 1864 VTT Technical Research Center of Finland Espoo Finland.

2. American Iron and Steel Institute (AISI). (2007). “North American specification for the design of cold-formed steel structural members.” AISI-S100-07 Washington DC.

3. ASCE. (2002). “Specifications for the design of cold-formed stainless steel structural members.” SEI/ASCE 8-02:2002 Reston VA.

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

5. Compression strength of stainless steel cross-sections

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