EVALUATION OF RUPTURE DIRECTIVITY EFFECTS ON PEAK GROUND MOTION USING STOCHASTIC GREEN'S FUNCTION METHOD-Reference-Cited by-同舟云学术

EVALUATION OF RUPTURE DIRECTIVITY EFFECTS ON PEAK GROUND MOTION USING STOCHASTIC GREEN'S FUNCTION METHOD

Published:2001 Issue:546 Volume:66 Page:47-53
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

SI Hongiun¹,MIDORIKAWA Saburoh²

Affiliation:

1. Kozo Keikaku Engineering Inc.

2. Dept. of Built Environment, Interdisciplinary Graduate School of Science and Engineering, Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/66/546/66_KJ00004101609/_pdf

Reference18 articles.

1. 4) SOMERVILLE P. G. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seism. Res. Lett.. (1997) vol.68, p.199-222.

2. 7) FACCIOLI Ezio. A study of strong motions from Italy and Yugoslavea in terms of gross source properties. Earthquake Source Mechanics. (1986) p.297-309.

3. 9) ATKINSON G. M. Stochastic point-source modeling of ground motion in the Cascadia region. Seism. Res. Lett. (1997) vol.68, p.74-85.

4. 11) IRIKURA K. Estimation of strong motion in broad-frequency band based on a seismic source scaling models and an empirical Green's function technique. ANNALI DI GEOFISICA. (1994) vol.XXXVII, no.6, p.1721-1743.

5. 14) PORCELLA R. L. Strong-motion data recorded in the United States, The Imperial Valley, California, earthquake of October 15, 1979. Geological Survey Professional Paper. (1982) p.289-318.

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