Inelastic Force-Deformation Response of Joint Shear Panels in Beam-Column Moment Connections to Concrete-Filled Tubes-Reference-Cited by-同舟云学术

Inelastic Force-Deformation Response of Joint Shear Panels in Beam-Column Moment Connections to Concrete-Filled Tubes

Published:2004-02 Issue:2 Volume:130 Page:244-252
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nishiyama Isao¹,Fujimoto Toshiaki²,Fukumoto Toshiyuki³,Yoshioka Kenzo⁴

Affiliation:

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

2. Research Engineer, Research Center, ANDO Corp., 1-19-61, Chuou, Ohimachi, Iruma-gun, Saitama 356-0058, Japan.

3. Chief Research Engineer, Technical Research Inst., Kajima Corp., 2-19-1, Tobitakyu, Chofu, Tokyo 182-0036, Japan.

4. Professor, Dai-Ichi Univ., College of Technology, 1-10-2, Chuo-ku, Kokubu, Kagoshima 899-4395, 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%28244%29

Reference6 articles.

1. Architectural Institute of Japan (AIJ). (1987). “AIJ standard for structural calculation of steel reinforced concrete structures.” AIJ 5-26-20 Shiba Minato Tokyo Japan.

2. Elasto plastic behavior of panel zone steel beam to concrete-filled square steel tubular column connection.;Fukumoto T.;J. Struct. Construct. Eng.,2001

3. Elasto plastic behavior of panel zone steel beam to concrete-filled circular steel tubular column connection.;Fukumoto T.;J. Struct. Construct. Eng.,2001

4. Fukumoto T. and Morita K. (2000). “Elasto plastic behavior of steel beam to square concrete-filled steel tube (CFT) column connections.” Proc. 6th ASCCS Conf. X. Xiao and S. A. Mahin eds. 565–572.

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 ASCCS Int. Conf. on Steel–Concrete composite structures 189–194.

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