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Guideline for Post-Earthquake Damage Evaluation And Rehabilitation of RC Buildings in Japan

Author: *Yoshiaki NAKANO1 Institute of Industrial Science, The University of Tokyo, Tokyo, Japan Masaki MAEDA2 Department of Architecture and Building Science, Tohoku University, Sendai, Japan Hiroshi KURAMOTO;nternational Cooperation Center of Engineering Education Development, Toyohashi University of Technology, Toyohashi, Japan Masaya MURAKAMI4 Waseda University, Tokyo, Japan | Size: 938 KB | Format: PDF | Quality: Unspecified | Publisher: Proceedings of The 2nd Korea-Japan Workshop on New Direction for Enhancement of Structural Performance - Formulation, Verification, and Its Application - held at Suzukake Hall, Tokyo Institute of Technology, Yokohama, Japan, August 18-19, 20 | Year: 2003 | pages: 17

Presented in this paper is the basic concept of the Guideline for Post-earthquake Damage Evaluation and Rehabilitation of RC buildings in Japan. This paper discusses the damagerating procedure based on the residual seismic capacity index that is consistent with the Japanese Standard for Seismic Evaluation of Existing RC Buildings, their validity through calibration with observed damage due to the 1995 Hyogoken-Nambu (Kobe) earthquake, the decision policy and criteria to determine necessary actions through comparison between experienced earthquake intensity and damage rate.

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