Reevaluation Method of Fragility Curves of Wooden House Based on Collected Damage Information

Author:

Hoshi Sachie,Maruyama Yoshihisa,Yamazaki Fumio

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference7 articles.

1. Niigata Prefecture (2010). http://www.pref.niigata.lg.jp/.

2. Nojima, N., Sugito, M., Kanazawa, N (2003). Modeling of post-earthquake emergency decision process based on data synthesis of seismic and damage information. Journal of Structural Mechanics and Earthquake Engineering (JSCE), 724 (I-62), pp. 187-200.(in Japanese).

3. Nojima, N. and Sugito, M (2004). Development of a decision support system for post-earthquake emergency management using synthetic data processing technique. Proceedings of the 13th World Conference on Earthquake Engineering (WCEE), Vancouver, B.C., CD-ROM, No. 401.

4. Shimizu, Y., Yamazaki, F., Yasuda, S., Towhata, I., Suzuki, T., Isoyama, R., Ishida, E., Suetomi, I., Koganemaru, K., and Nakayama, W (2006). Development of real-time control system for urban gas supply network, Journal of Geotechnical and eoenvironmental Engineering, ASCE, Vol. 132, No. 2, pp.237-249.

5. Yamagucni, N. and Yamazaki, F (2000). Fragility curves for buildings in Japan based on damage surveys after the 1995 Kobe earthquake. Proceedings of the 12th World Conference on Earthquake Engineering (WCEE), Oakland, CD-ROM, p8.

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