Cyclic Tests of Concrete-Filled Steel Box Columns

Author:

Ge Hanbin,Usami Tsutomu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference5 articles.

1. “DIN 4114 Blatt2.” (1953). Stahlbau Stabilitatsfalle (Knickung Kippung Beulung) Berechnungsgrundlagen Richtlinien Berlin Germany (in German).

2. “JRA 90.” (1990). Specification for highway bridges part V earthquake resistant design . Japan Road Assoc. Tokyo Japan (in Japanese).

3. Ductility of Concrete‐Filled Steel Box Columns under Cyclic Loading

4. Usami T. Mizutani S. Aoki T. and Itoh Y. (1992). “Steel and concrete-filled steel compression members under cyclic loading.” Stability and ductility of steel structures under cyclic loading Y. Fukumoto and G. Lee eds. CRC Press Boca Raton Fla. 123–138.

5. Usami T. and Takemoto K. (1993). “An experimental study on the restoring-force characteristics of steel compression members under cyclic loading.” Proc. 48th Annu. Conf. of JSCE (Japanese Society of Civil Engineers) Fukuoka Japan 154–155.

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