SYNTHESIS OF RANDOM INPUT MOTION BY FAULT MODEL AND NON-LINEAR RESPONSE ANALYSIS
Author:
Affiliation:
1. General Building Research Corporation of Japan
2. Dept. of Architecture, Faculty of Environmental and Urban Engineering, Kansai University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/86/780/86_189/_pdf
Reference36 articles.
1. 1) Kamata, M., Motosaka, M and Shibata, M : Stochastic Method for Short Period Ground Motions based on the Random Response Theory, Journal of Structural and Construction Engineering (Transaction of AIJ), No. 533, pp. 61-68, 2000.7 (in Japanese) 釜田正毅, 源栄正人, 柴田明徳:ランダム応答理論に基づく短周期地震の統計的評価法−震源断層のランダムな不均質性が地震動の共分散応答に及ぼす影響−, 日本建築学会構造系論文集, 第533号, pp. 61-68, 2000.7
2. 2) Atalik, T. S. and Utku, S. : Stochastic Linearization of Multi-Degree-of-freedom Nin-Linear System, Earthquake Engineering and Structural Dynamics, Vol. 14, pp. 411-420, 1976
3. 3) Wen, Y. K. : Equivalent Linearization for Hysteretic Systems under Random Excitations, Transaction of ASME, Vol. 47, pp. 150-154, 1980
4. 4) Asano, K. : An Equivalent Linearization Approach to Random Response of Hysteretic Systems, Transactions of the Architectural Institute of Japan, No. 335, pp. 10-14, 1984.1 (in Japanese) 浅野幸一郎 : 履歴系の統計的等価線形化法, 日本建築学会論文報告集, 第335号, pp. 10-14, 1984.1
5. 5) Suzuki, Y. : Stochastic Reliability Analysis of Hysteretic Structures Based on Stochastic Differential Equations, Kyoto University, 1985
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