Multiple-Spring Model for Square-Section Steel Bridge Columns under Bidirectional Seismic Load-Reference-Cited by-同舟云学术

Multiple-Spring Model for Square-Section Steel Bridge Columns under Bidirectional Seismic Load

Published:2017-05 Issue:5 Volume:143 Page:04017005
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 Environmental Engineering, Saitama Univ., Saitama 338-8570, Japan (corresponding author).

2. Assistant Researcher, Dept. of Civil Engineering, Fuzhou Univ., Fujian 350116, China.

3. Professor, Disaster Prevention Research Institute, Kyoto Univ., Kyoto 611-0011, Japan.

4. Director, Aoki Engineering Laboratory, Nagakute, 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.0001735

Reference17 articles.

1. Experimental study on the seismic resistance performance rectangular cross section steel bridge piers subjected to bidirectional horizontal loads;Aoki T.;J. Jpn. Soc. Civ. Eng.,2007

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

3. Curve-Approximated Hysteresis Model for Steel Bridge Columns

4. Hysteretic behavior of thin-walled circular steel columns under cyclic biaxial loading;Goto Y.;J. Jpn. Soc. Civ. Eng.,2005

5. Hysteretic behavior of thin-walled stiffened rectangular steel columns under cyclic bidirectional loading;Goto Y.;J. Jpn. Soc. Civ. Eng.,2007

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