Guidelines: Seismic Design of Composite Reinforced Concrete and Steel Buildings

Author:

Nishiyama Isao1,Kuramoto Hiroshi2,Noguchi Hiroshi3

Affiliation:

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

2. Associate Professor, International Cooperation Center of Engineering Education Development, Toyohashi Univ. of Technology, 1-1 Hibarigaoka, Tempaku, Toyohashi, Aichi 441-8580, Japan.

3. Professor, Dept. of Architecture, Chiba Univ., Yayoi, Inage, Chiba 263-0022, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference17 articles.

1. Baba N. and Nishimura Y. (2000a). “Seismic behavior of RC column—S beam moment frames.” Proc. 12th World Conf. on Earthquake Engineering (12WCEE) Auckland New Zealand.

2. Baba N. and Nishimura Y. (2000b). “Stress transfer on through beam type steel beam—reinforced concrete column joints.” Proc. 6th ASCCS Int. Conf. on Steel–Concrete Composite Structures Vol. 2 Y. Xiao and S. A. Mahin eds. Los Angeles 1183–1190.

3. Freeman S. A. (1978). “Prediction of response of concrete buildings to severe earthquake motion.” Proc. Douglas McHenry Int. Symp. on Concrete and Concrete Structures American Concrete Institute Detroit 589–605.

4. Housing Bureau of the Japanese Ministry of Construction. (1994). “The building standard law of Japan.” The Building Center of Japan Tokyo (in Japanese).

5. Housing Bureau of the Japanese Ministry of Construction. (1997). “The structural provisions of buildings—The 1997 edition.” The Building Center of Japan Tokyo (in Japanese).

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