Improving seismic performance of concrete-filled tube to base connections

Author:

Hsu H.-L.,Lin H.-W.

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;J Struct Engng, ASCE,1994

2. Seismic performance of steel-encased concrete columns under flexural loading;Boyd;ACI Struct J,1995

3. Ninakawa T., Sakino K.. Inelastic behavior of concrete filled circular steel tubular columns subjected to uniform cyclic bending moment In: Proc. 11th world confer. earthquake eng. vol. 1385; 1996

4. Ultimate strength and ductility of state-of-the-art concrete-filled steel bridge piers in Japan;Kitada;Eng Struct,1998

5. Experimental evaluation on seismic performance of sandwich box columns;Hsu;Earthquake Engng Struct Dyn,1999

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