SEISMIC RESPONSE OF HIGH-RISE BUILDINGS CONSTRUCTED IN 1970S SUBJECTED TO LONG-PERIOD GROUND MOTIONS : Using predicted ground motions from hypothetical Nankai trough earthquakes in Kansai area
Author:
Affiliation:
1. Dept. of Architecture and Architectural Engineering, Kyoto University
2. Taisei Corp.
3. Disaster Prevention Research Institute, Kyoto University
4. Research Reactor Institute, Kyoto University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/72/611/72_KJ00004483018/_pdf
Reference4 articles.
1. 7) KAMAE K. Strong Ground Motion Prediction for Huge Subduction Earthquakes using a Characterized Source Model and Several Simulation Techniques. Proceedings of 13th WCEE, Aug., 2004. (2004)
2. 15) SUZUKI Wataru. el al. Estimation of the source model for the foreshock of the 2004 off the Kii peninsula earthquakes and strong ground motion simulation of the hypothetical Tonankai earthquake using the empirical Green's function method. EPS. Terra Scientific Pub. Co.. (2005) vol.57, no.4, p.345-350.
3. ESTIMATION OF STRONG GROUND MOTION ON A LARGE SCALE INCLUDING NEAR-SOURCE AREA FROM THE 1946 NANKAI EARTHQUAKE (M_w=8.1) USING EMPIRICAL GREEN'S FUNCTION METHOD
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