Behavior of Centrally Loaded Concrete-Filled Steel-Tube Short Columns

Author:

Sakino Kenji1,Nakahara Hiroyuki2,Morino Shosuke3,Nishiyama Isao4

Affiliation:

1. Professor, Dept. of Architecture, Graduate School of Human Environmental Studies, Kyushu Univ., 6-10-1 Hakozaki, Higashi-ku, Fukuoka-shi 812-8581, Japan.

2. Research Associate, Dept. of Architecture, Faculty of Engineering, Kagoshima Univ., 1-21-40 Korimoto, Kagoshima-shi 890-0065, Japan.

3. Professor, Dept. of Architecture, Faculty of Engineering, Mie Univ., Kamihama-cho, Tsu-shi 514-8507, Japan.

4. Advanced Research Engineer, Dept. of Production Engineering, Building Research Institute, Tachihara-1, Tsukuba, Ibaraki 305-0802, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference4 articles.

1. Architectural Institute of Japan (AIJ). (1997). “Recommendations for design and construction of concrete filled steel tubular structures.” Tokyo 333.

2. Mass concrete tests in large cylinders.;Blanks R. F.;ACI J.,1935

3. Richart F. E. Brandzaeg A. and Brown R. L. (1929). “The failure of plain and spirally reinforced concrete in compression.” Bulletin No. 190 Univ. Illinois Engineering Experimental Station Urbana Ill.

4. Stress–strain curve of concrete confined by rectilinear hoop.;Sakino K.;J. Struct. Constr. Eng. AIJ,1994

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