BEDROCK MOTIONS AND SITE AMPLIFICATIONS IN KOBE CITY DURING THE 1995 HYOGO-KEN NANBU EARTHQUAKE
Author:
Affiliation:
1. Kobori Research Complex, Kajima Corporation
2. Technical Research Institute, Kajima Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/63/511/63_KJ00004087089/_pdf
Reference13 articles.
1. 6) KAGAWA T. Restoring Clipped Records of Near-Field Strong Ground Motion During the 1995 Hyogo-ken Nanbu(Kobe), Japan Earthquake. J. Natural Disaster Science. (1997) vol.18, no.1, p.43-57.
2. 18) PITARKA A. Basin structure effects in the Kobe area inferred from the modeling of ground motions from two aftershocks of the January 17, 1995, Hyogo-ken Nanbu earthquake. J. Phys. Earth. (1996) vol.44, p.563-576.
3. 33) AKAMATSU J. Relation Between the Distribution of Damage Caused by the 1995 Hyogoken-Nambu Earthquake and Ground Vibration Characteristics Inferred from Microseisms. Journal of Natural Disaster Science. (1995) vol.16, no.2, p.63-70.
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