Vector-Valued Fragility Analysis Using PGA and PGV Simultaneously as Ground-Motion Intensity Measures

Author:

Fukushima Sei’ichiro,

Abstract

Seismic risk analysis usually expresses ground-motion intensity using a single index such as peak ground acceleration (PGA), spectral acceleration for a specified period, or peak ground velocity (PGV). Limiting the number of indices, however, adds greater uncertainty when estimating annual failure probability given by convolving seismic hazard and fragility curves. This is because information other than ground-motion intensity is missing. Author proposed seismic hazard analysis using PGA and PGV simultaneously as groundmotion input measures. After analyzing the correlation coefficient between PGA and PGV using K-NET and KiK-net databases, probabilistic seismic hazard for seven sites in Kanto district in Japan was evaluated. In this study, seismic fragility analysis using PGA and PGV is conducted followed by advantage of vector-valued fragility analysis.

Publisher

Fuji Technology Press Ltd.

Subject

Engineering (miscellaneous),Safety, Risk, Reliability and Quality

Reference11 articles.

1. Y. Sato, S. Fukushima, and K. Yashiro, “Study on the index of seismic motion for fragility analysis,” Summaries of technical papers of Annual Meeting AIJ, B-1, pp. 21-22, 1995 (in Japanese).

2. Y. Sakai, S. Yoshioka, K. Koketsu, and T. Kabeyasawa, “Investigation on indices of representing destructive power of strong ground motions to estimate damage to buildings based on the 1999 Chi-Chi earthquake, Taiwan,” J. of structural and construction engineering, Trans. of AIJ. pp. 43-50, 2001 (in Japanese).

3. P. Bazzurro and C. A. Cornell, “Vector-valued probabilistic seismic hazard analysis (VPSHA),” Proc. 7th U.S. National Conf. on Earthquake Engineering, Boston. MA, 2001.

4. T. Shimomura, and T. Takada, “Joint pdf of ground motion intensity and duration time based on PSHA,” 13th World Conf. on Earthquake Engineering, Paper No.1233, 2004.

5. S. Fukushima, T. Hayashi, and H. Yashiro, “Seismic hazard analysis based on the joint probability density function of PGA and PGV,” Trans. of 19thSMiRT, Paper No.M03/1, 2007.

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