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

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

Author:

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

Affiliation:

1. Doctor, 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

Reference16 articles.

2. Australian/New Zealand Standard (AS/NZS). (2001). “Cold-formed stainless steel structures.” AS/NZS 4673:2001 Australia.

5. CUFSM. (2008). “Finite strip elastic buckling analysis program.” Johns Hopkins University ⟨http://www.ce.jhu.edu/bschafer/cufsm/⟩ (version 3.12).

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