STOCHASTIC METHOD FOR SHORT PERIOD GROUND MOTIONS BASED ON THE RANDOM RESPONSE THEORY : Effects of the randomness of infomogeneous slip distribution of the source on the covariance responses of ground motion

Author:

KAMATA Masaki1,MOTOSAKA Masato2,SHIBATA Akinori3

Affiliation:

1. Kobori Research Complex, Kajima Corporation

2. Graduate School of Engineering, Tohoku University

3. Tohoku University:(Present address)Tohoku BUnka Gakuen University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference24 articles.

1. 4) ZAIMING L. Seismic Response Analysis of Piece-wise-linar Hysteretic Structres Based on Stochastic Linearization. Doctoral Thesis of Tohoku University. (1989)

2. 5) PRIESTLEY M. B. Evolutionary Spectra and Non-stationary Process. J. Roy. Statist. Soc.. (1965) vol.B27, p.204-237.

3. 11) KITAGAWA Y. Dense Strong Motion Earthquake Seismometer Array at Site with Different Topographic and Geologic Conditions in Sendai. Proceedings 9th WCEE. (1988) vol.11, p.215-220.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. SYNTHESIS OF RANDOM INPUT MOTION BY FAULT MODEL AND NON-LINEAR RESPONSE ANALYSIS;Journal of Structural and Construction Engineering (Transactions of AIJ);2021

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