Seismic Performance of Rectangular-Shaped Steel Piers under Cyclic Loading-Reference-Cited by-同舟云学术

Seismic Performance of Rectangular-Shaped Steel Piers under Cyclic Loading

Published:2005-02 Issue:2 Volume:131 Page:240-249
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Aoki Tetsuhiko¹²,Susantha K. A. S.¹²

Affiliation:

1. Professor, Dept. of Civil Engineering, Aichi Institute of Technology, Yagusa-cho, Toyota 470-0392, Japan.

2. Research Fellow, Dept. of Civil Engineering, Aichi Institute ofTechnology, Yagusa-cho, Toyota 470-0392, 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%282005%29131%3A2%28240%29

Reference19 articles.

1. Stiffened steel box columns. Part 1: Cyclic behaviour

2. Cyclic Tests of Concrete-Filled Steel Box Columns

3. Experimental study on strength and ductility of partially concrete-filled steel rigid-frame piers;Maeno H.;J. Struct. Eng., Japan. Soc. Civ. Eng., Tokyo,2001

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