Behavior of Concrete-Filled Steel Tube Beam Columns-Reference-Cited by-同舟云学术

Behavior of Concrete-Filled Steel Tube Beam Columns

Published:2004-02 Issue:2 Volume:130 Page:189-202
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Inai Eiichi¹,Mukai Akiyoshi²,Kai Makoto³,Tokinoya Hiroyoshi⁴,Fukumoto Toshiyuki⁵,Mori Koji⁶

Affiliation:

1. Associate Professor, Dept. of Perceptual Sciences and Design Engineering, Faculty of Engineering, Yamaguchi Univ., Tokiwadai 2-16-1, Ube, Yamaguchi 755-8611, Japan; formerly, Senior Research Engineer, Technical Research Institute, Hazama Corporation, Tsukuba, Japan.

2. Advanced Research Engineer, Structural Engineering Dept., Building Research Institute, Tachihara 1, Tsukuba, Ibaraki 305-0802, Japan.

3. Senior Research Engineer, Section of Building Engineering, Technical Research Institute, Matsumura-Gumi Corporation, Minami-machi 5-2-2, Kanokodai, Kita-ku, Kobe, Hyougo 651-1514, Japan.

4. Chief Research Engineer, Structural Engineering Dept., Technical Research Institute, Obayashi Corporation, Shimokiyoto 4-640, Kiyose, Tokyo 204-8558, Japan.

5. Chief Research Engineer, Building Structural Dept., Kajima Technical Research Institute, Kajima Corporation, Tobitakyu 2-19-1, Chofu, Tokyo 182-0036, Japan.

6. Research Engineer, Technical Research Institute, Asanuma Corporation, Otsuka-cho 3-24-1, Takatsuki, Osaka 569-0034, 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%28189%29

Reference16 articles.

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

2. Building Center of Japan. (1997). “Structural regulations of buildings 1997.” 164–170.

3. Fujii S. Aoyama H. and Umemura H. (1973). “Analytical moment-curvature relationship of reinforced concrete sections based on the material characteristics.” Summary of Technical Papers of Annual Meeting of Architectural Institute of Japan Structures Architectural Institute of Japan Tokyo 1261–1262.

4. Eccentric compression test of concrete filled square steel tubular stub columns using high strength materials.;Fujimoto T.;J. Struct. Constr. Eng., Architectural Institute of Japan,1997

5. Strength of steel-encased concrete beam-columns.;Furlong R. W.;J. Struct. Div. ASCE,1967

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