SPATIAL VARIATION AND ITS STOCHASTIC MODELING OF SEISMIC GROUND MOTIONS IN HARD SOIL BASED ON THREE-DIMENSIONAL-DENSE-ARRAY STRONG-MOTION OBSERVATION RECORDS
Author:
Affiliation:
1. Science Technology Inc. (Graduate School of Energy Science, Kyoto University)
2. Kyoto University Research Reactor Institute
Publisher
Japan Association for Earthquake Engineering
Link
https://www.jstage.jst.go.jp/article/jaee/17/3/17_3_26/_pdf
Reference25 articles.
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2. 2) En, K.: Study on spatial correlation structure of earthquake ground motion using seismographic dense array data, J. Struct. Constr. Eng., AIJ, No. 490, pp.55-63,1996.
3. 3) Luco, J. E.: Response of a rigid foundation to a spatially random ground motion, Earthquake Engineering and Structural Dynamics, 14, pp.891-908,1986.
4. 4) Iguchi, M.: An approximate analysis of input motions for rigid embedded foundation, Trans, AIJ, 35, pp.61-73,1982.
5. 5) U.S. NUCLEAR REGULATORY COMMISSION: NUREG-0800, Standard Review Plan 3.7.2 SEISMIC SYSTEM ANALYSIS, http://pbadupws.nrc.gov/docs/ML1235/ML12353A354.pdf (accessed October 20, 2015)
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