STRONG MOTION SIMULATION IN KOBE DURING THE HYOGO-KEN NANBU EARTHQUAKE OF 1995 BASED ON A THREE-DIMENSIONAL BASIN STRUCTURE
Author:
Affiliation:
1. Izumi Research Institute, Shimizu Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/63/514/63_KJ00004087368/_pdf
Reference9 articles.
1. 2) KAWASE H. The cause of the damage belt in Kobe : "The Basin-edge effect" constructive interference of the direct S-wave with th basin-induced diffracted/Rayleigh waves. Seismo. Res. Lett.. (1996) vol.67, no.5, p.25-34.
2. 5) WALD D. J. Slip history of the 1995 Kobe, Japan, earthquake determined from strong motion, teleseismic, and geodetic data. J. Phys. Earth. (1996) vol.44, p.489-503.
3. 9) SEKIGUCHI H. Minute locating of faulting beneath Kobe and the waveform inversion of the source process during the 1995 Hyogo-ken Nanbu, Japan, earthquake using strong ground motion records. J. Phys. Earth. (1996) vol.44, p.473-487.
4. Underground Velocity Structure of OSAKA Basin Based upon Explosion Refraction Data
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