Buckling and Second-Order Effects in Dual Shear-Flexural Systems-Reference-Cited by-同舟云学术

Buckling and Second-Order Effects in Dual Shear-Flexural Systems

Published:2008-11 Issue:11 Volume:134 Page:1726-1732
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gengshu Tong¹²³⁴,Pi Yong-Lin¹²³⁴,Bradford Mark Andrew¹²³⁴,Tin-Loi Francis¹²³⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310027, Zhejiang, PRC.

2. Associate Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The Univ. of New South Wales, NSW, 2052, Australia.

3. Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The Univ. of New South Wales, NSW, 2052, Australia. E-mail: m.bradford@unsw.edu.au

4. Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The Univ. of New South Wales, NSW, 2052, 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%282008%29134%3A11%281726%29

Reference10 articles.

1. Story Stability of Braced, Partially Braced, and Unbraced Frames: Classical Approach

2. Lateral buckling of braced multistory frames;Goldberg J. E.;J. Struct. Div.,1968

3. Bracing Requirements of Plane Frames

4. Stability and dynamics of shear-wall frame structures

5. Buckling analysis of frames braced by weak flexural bracing;Tong G. S.;Journal of Civil Engineering,2001

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