Elastoplastic Behavior of Panel Zone in Steel Beam-to-Concrete Filled Steel Tube Column Moment Connections-Reference-Cited by-同舟云学术

Elastoplastic Behavior of Panel Zone in Steel Beam-to-Concrete Filled Steel Tube Column Moment Connections

Published:2005-12 Issue:12 Volume:131 Page:1841-1853
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fukumoto Toshiyuki¹²,Morita Koji¹²

Affiliation:

1. Supervisory Research Engineer, Building Engineering Group, Kajima Technical Research Institute, 2-19-1, Tobitakyu, Chofu-shi, Tokyo 182-0036, Japan.

2. Professor, Dept. of Architecture, Faculty of Engineering, Chiba Univ., 1-33, Yayoi-cho, Inage-ku, Chiba 263-8522, 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%282005%29131%3A12%281841%29

Reference13 articles.

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

2. Architectural Institute of Japan (AIJ). (1990). “Design guidelines for earthquake resistant reinforced concrete building based on ultimate strength concept.” Tokyo (in Japanese).

3. Experimental behavior of steel beam to CFT column connections

4. Fujimoto T. Inai E. Kai M. Mori K. Mori O. and Nishiyama I. (2000). “Behavior of beam-to-column connection of CFT column system.” Proc. 12th World Conf. on Earthquake Engineering Auckland New Zealand CD-ROM 2197.

5. Kamba T. Kanatani H. and Tabuchi M. (1991). “Strength and rigidity of joint panel of concrete filled CHS column-to-beam connection.” Proc. 3rd Int. Conf. on Steel-Concrete Composite Structures Association for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS) Fukuoka Japan 189–194.

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