QUANTITATIVE PREDICTION OF LONG-PERIOD GROUND MOTIONS OF TOKYO BAY AREA FROM THE TOKAI EARTHQUAKE
Author:
Affiliation:
1. R&D Center, Tokyo Electric Power Company
2. Tokyo Electric Power Services Co., Ltd.
3. Ohsaki Research Institute, Inc.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/72/617/72_KJ00004621784/_pdf
Reference14 articles.
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2. 6) KOKETSU K. Three-dimensional topography of the sediment/basement interface in the Tokyo Metropolitan area, central Japan. Bull. Seism. Sac. Am.. (1992) vol.82, p.2328-2349.
3. 7) SATO. Three-dimensional finite-difference simulations of long-period strong motions in the Tokyo Metropolitan area during the 1990 Odawara earthquake (M_j 5.1) and the great 1923 Kanto earthquake (M_s 8.2) in Japan. Bulletin of the Seismological Society of America. (1999) vol.89, no.3, p.579-607.
4. 9) HISADA Y. A Theoretical Omega-Square Model Considering Spatial Variation in Slip and Rupture Velocity. Part 2. Case for a Two-Dimensional Source Model. Bull. Seism. Soc. Am.. (2001) vol.91, no.4, p.651-666.
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