Curve-Approximated Hysteresis Model for Steel Bridge Columns-Reference-Cited by-同舟云学术

Curve-Approximated Hysteresis Model for Steel Bridge Columns

Published:2014-09 Issue:9 Volume:140 Page:04014058
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dang Ji¹,Yuan Huihui²,Igarashi Akira³,Aoki Tetsuhiko⁴

Affiliation:

1. Assistant Professor, Dept. of Civil and Environment Engineering, Saitama Univ., Saitama 338-8570, Japan (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Fuzhou Univ., Fuzhou 350108, China; formerly, Doctor Course Student, Dept. of Civil Engineering, Aichi Institute of Technology, Toyota, Aichi 470-0356, Japan.

3. Professor, Disaster Prevention Research Institute, Kyoto Univ., Uji, Kyoto 611-0011, Japan; formerly, Associate Professor, Dept of Civil and Earth Resources Engineering, Kyoto Univ., Kyoto 614-8426, Japan.

4. Emeritus Professor of Aichi Institute of Technology, Director of Aoki Engineering Laboratory, 1102 Sunago, Nagakute, Aichi 480-1112, Japan; formerly, Professor, Dept. of Civil Engineering, Aichi Institute of Technology, Toyota, Aichi 470-0356, 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%29ST.1943-541X.0000970

Reference24 articles.

1. Experimental study on the seismic resistance performance of rectangular cross section steel bridge piers subject to bi-directional horizontal loads;Aoki T.;J. Struct. Eng.,2007

2. Aoki T. Suzuki M. and Tanaka T. (1998). “Multi-curve model for steel pier hysteretic curve.” Proc. 2nd Symp. on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures JSCE Japan 2 271–274 (in Japanese).

3. Plastic Internal Variables Formalism of Cyclic Plasticity

4. Bidirectional loading hybrid tests of square cross-sections of steel bridge piers

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