Cyclic Bending Tests to Determine Fully Ductile Section Slenderness Limits for Cold-Formed Circular Hollow Sections-Reference-Cited by-同舟云学术

Cyclic Bending Tests to Determine Fully Ductile Section Slenderness Limits for Cold-Formed Circular Hollow Sections

Published:2004-07 Issue:7 Volume:130 Page:1001-1010
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Elchalakani Mohamed¹,Zhao Xiao-Ling²,Grzebieta Raphael³

Affiliation:

1. Structural Engineer, Connell Wagner Pty Ltd., 60 Albert Rd. South Melbourne, Victoria 3025, Australia.

2. Professor, Dept. of Civil Engineering, Monash Univ., Victoria 3800, Australia.

3. Associate Professor, Dept. of Civil Engineering, Monash Univ., Victoria 3800, 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%290733-9445%282004%29130%3A7%281001%29

Reference53 articles.

1. Architecture Institute of Japan (AIJ). (1990). “Recommendations for the design and fabrication of tubular structures in steel.” AIJ Tokyo.

2. American Institute of Steel Construction (AISC). (1997). “Seismic provisions for structural steel buildings.” American Inst. for Steel Construction Chicago.

3. American Institute of Steel Construction (AISC). (2000). “Load and resistance factor design specification for steel hollow structural sections.” American Inst. of Steel Construction Chicago.

4. American Institute of Steel Construction–Load Resistance Factor Design (AISC-LRFD). (1999). “Load and resistance factor design specification for structural steel buildings.” American Inst. of Steel Construction Chicago.

5. American Iron and Steel Institute (AISI). (1996). “Cold-formed steel design manual.” American Iron and Steel Inst. Washington D.C.

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