Behavior of partially concrete-filled steel tube bridge piers under bi-directional seismic excitations
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference20 articles.
1. Performance of steel bridges during the 1995 Hyogo-ken Nanbu (Kobe, Japan) earthquake;Bruneau;Can J Civ Eng,1996
2. Specification for highway bridges—part V seismic design. Tokyo, Japan;Japan Road Association,2002
3. Strength of concrete-filled thin-walled steel box columns: experiment;Ge;J Struct Eng,1992
4. Ductility of concrete-filled steel box columns under cyclic loading;Usami;J Struct Eng,1994
5. Strength analysis of concrete-filled thin-walled steel box columns;Ge;J Constr Steel Res,1994
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