Stability and Ductility of Thin-Walled Circular Steel Columns under Cyclic Bidirectional Loading-Reference-Cited by-同舟云学术

Stability and Ductility of Thin-Walled Circular Steel Columns under Cyclic Bidirectional Loading

Published:2006-10 Issue:10 Volume:132 Page:1621-1631
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Goto Yoshiaki¹²³,Jiang Kunsheng¹²³,Obata Makoto¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya 466-8555, Japan (corresponding author).

2. Graduate Student, Dept. of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya 466-8555, Japan.

3. Professor, Dept. of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya 466-8555, Japan.

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%282006%29132%3A10%281621%29

Reference23 articles.

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2. Uniaxial Cyclic Stress‐Strain Behavior of Structural Steel

3. Plastic Internal Variables Formalism of Cyclic Plasticity

4. ECCS. (1986). “Recommended testing procedure for assessing the behavior of structural steel elements under cyclic load.”

5. Biaxial bending behavior of concrete filled square steel tubular stub columns using high strength materials;Fujimoto T.;J. Struct. Constr. Eng.,2000

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