Behaviour of partially concrete-filled steel bridge piers under cyclic and dynamic loading-Reference-Cited by-同舟云学术

Behaviour of partially concrete-filled steel bridge piers under cyclic and dynamic loading

Published:1997-02 Issue:2-3 Volume:41 Page:121-136
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Usami T.,Ge H.B.,Saizuka K.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Ductility of concrete-filled steel box columns under cyclic loading;Usami;Journal of Structural Engineering, ACSE,1994

2. Cyclic tests of concrete-filled steel box columns;Ge;Journal of Structural Engineering, ASCE,1996

3. An experimental study on the strength and ductility of steel compression members under cyclic loading;Usami;Journal of Structural Engineering, JSCE,1991

4. Strength of concrete-filled steel thin-walled box columns: experiment;Ge;Journal of Structural Engineering, ASCE,1992

5. An experimental study on the elasto-plastic cyclic behavior of stiffened box members;Usami;Journal of Structural Engineering, JSCE,1992

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