PREDICTION OF PEAK HORIZONTAL ACCELERATION USING AN ARTIFICIAL NEURAL NETWORK MODEL

Author:

Emami S. M. R.1,Harada Takanori2,Iwao Yushiro1

Affiliation:

1. Dept. of Civil Eng., Saga University

2. Dept, of Civil Eng., Miyazaki University

Publisher

Japan Society of Civil Engineers

Reference25 articles.

1. 1) Gutenberg, B. and Richter, C. F.: Earthquake magnitude, intensity, energy and acceleration, BSSA, Vol. 46, pp. 105-195, 1956.

2. 2) Housner, G. W.: Engineering estimates of ground shaking and maximum earthquake magnitude, Proc. 4th World Conf. on Earthq. Eng., Santiago, pp. 1-13, 1969.

3. 3) Trifunac, M. D.: Preliminary analysis of the peaks of strong earthquake ground motion -dependence of peaks, on earthquake magnitude, epicentral distance, and recording site condition, BSSA, Vol. 66, pp. 189-219, 1976.

4. 4) Campbell, K. W.: The dependence of peak horizontal acceleration on magnitude earthquake in California and eastern North America, BSSA, Vol. 79, pp. 1311-1346, 1989.

5. 5) Donovan, N. C.: A statistical evaluation of strong motion data including the Feb. 9 1971, San Fernando earthquake, Proc. 5th World Conf. on Earthq. Eng., Rome, Vol. 2, 1973.

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