STUDY ON SPATIAL VARIATION MODEL BASED ON GROUND MOTION SIMULATION USING 3-D HETEROGENEOUS SOIL MODELS
Author:
Affiliation:
1. Taisei Advanced Center of Technology, Taisei Corporation
2. International Research Institute of Disaster Science, Tohoku Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/87/797/87_657/_pdf
Reference20 articles.
1. 1) Luco, J.E. and Wong, H.L.: Response of a Rigid Foundation to a Spatially Random Ground Motion, Earthquake Engineering and Structural Dynamics, Vol.14, pp.891-908, 1986
2. 2) Harichandran, R. S. and Vanmarcke, E. H.: Stochastic Variation of Earthquake Ground Motion in Space and Time, Journal of Engineering Mechanics, Vol.112, No.2, pp.154-174, 1986
3. 3) Hao, H., Oliveira, C.S. and Penzien, J.: Multiple-Station Ground Motion Processing and Simulation Based on SMART-1 Array Data, Nuclear Engineering and Design, Vol.111, pp.293-310, 1989
4. 4) Nakamura, H. and Yamazaki, F.: Spatial correlation of earthquake ground motion based on dense array records, Journal of Structural Mechanics and Earthquake Engineering, No.519/I-32, pp.185-197, 1995 (in Japanese) 中村博一, 山崎文雄: 高密度アレー観測記録に基づく地震動の空間相関モデル, 土木学会論文集, No.519/Ⅰ-32, pp.185-197, 1995
5. 5) Abrahamson, N. A.: Spatial coherency for soil structure interaction, Electric Power Research Institute, Technical update report 1012968, Palo Alto, CA., 2005
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