Behavior of Eccentrically Loaded Concrete-Filled Steel Tubular Columns-Reference-Cited by-同舟云学术

Behavior of Eccentrically Loaded Concrete-Filled Steel Tubular Columns

Published:2004-02 Issue:2 Volume:130 Page:203-212
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fujimoto Toshiaki¹,Mukai Akiyoshi²,Nishiyama Isao²,Sakino Kenji³

Affiliation:

1. Research Engineer, Research Center, Ando Corp., 1-19-61, Chuou, Ohi-machi, Iruma-gun, Saitama 356-0058, Japan.

2. Senior Research Engineer, Building Research Institute, 1-Tachihara, Tsukuba, Ibaraki 305-0802, Japan.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A2%28203%29

Reference10 articles.

1. Architectural Institute of Japan (AIJ). (1981). “Ultimate strength and deformation capacity of buildings in seismic design.” AIJ Tokyo.

2. Architectural Institute of Japan (AIJ). (1987). “AIJ standard for structural calculation of steel reinforced concrete structures.” AIJ Tokyo.

3. Association for Science Documents Information. (1988). Earthquake resistant regulations: A World List—1988 Chap. 23: Japan Assn. Science Documents Information Tokyo 646–662.

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

5. Local buckling strength and deformation capacity of cold-formed steel rectangular hollow section.;Kato B.;J. Struct. Construct. Eng.,1980

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