Void-Filled Cold-Formed Rectangular Hollow Section Braces Subjected to Large Deformation Cyclic Axial Loading-Reference-Cited by-同舟云学术

Void-Filled Cold-Formed Rectangular Hollow Section Braces Subjected to Large Deformation Cyclic Axial Loading

Published:2002-06 Issue:6 Volume:128 Page:746-753
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhao Xiao-Ling¹,Grzebieta Raphael²,Lee Chen³

Affiliation:

1. Professor, Dept. of Civil Engineering, Monash Univ., Clayton VIC 3168, Australia.

2. Associate Professor, Dept. of Civil Engineering, Monash Univ., Clayton VIC 3168, Australia.

3. Postgraduate Student, Dept. of Civil Engineering, Monash Univ., Clayton VIC 3168, 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%282002%29128%3A6%28746%29

Reference54 articles.

1. American Institute of Steel Construction (AISC). (1993). LRFD specification for structural steel buildings Chicago.

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

3. Architectural Institute of Japan (AIJ). (1987). Standard for structural calculation of steel-reinforced concrete structures 4th Ed. Tokyo.

4. Architectural Institute of Japan (AIJ). (1990). Standard for limit state design of steel structures Tokyo.

5. Bergmann R. Matsui C. Meinsma C. and Dutta D. (1995). Design guide for concrete-filled hollow section columns under static and seismic loading CIDECT TÜV-Verlag GmbH Köln Germany.

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