Tests of Cold-Formed Circular Tubular Braces under Cyclic Axial Loading-Reference-Cited by-同舟云学术

Tests of Cold-Formed Circular Tubular Braces under Cyclic Axial Loading

Published:2003-04 Issue:4 Volume:129 Page:507-514
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. Postgraduate Student, Dept. of Civil Engineering, Monash Univ., Victoria 3800, 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%282003%29129%3A4%28507%29

Reference53 articles.

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

2. American Institute of Steel Construction (AISC-LRFD). (1999). Load and resistance factor design specification for structural steel buildings Chicago.

3. American Iron and Steel Institute (AISI). (1996). Cold-formed steel design manual Washington D.C.

4. Anastasiadis A. Gioncu V. and Mazzolani F. M. (2000). “New trends in the evaluation of available ductility of steel members.” 3rd Int. Conf. STESSA F. M. Mazzolani and R. Tremblay eds. Balkema Montreal 3–17.

5. Strength distribution of concentrically compressed cold-formed welded steel tubular columns with small diameter.;Aoki T.;Proc. JSCE,1983

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