NONLINEAR SEISMIC RESPONSE AND SOIL PROPERTY DURING STRONG MOTION

Author:

SATO KIYOTAKA1,KOKUSHO TAKEJI1,MATSUMOTO MASAKI2,YAMADA EHJI3

Affiliation:

1. Central Research Institute of Electric Power Industry

2. Kansai Electric Power Company

3. Yoshizawa Technical Research

Publisher

The Japanese Geotechnical Society

Reference6 articles.

1. 1) Sato, K. and Kokusho, T. (1995) : “Estimation of soil nonlinearlity during Main-shock and sfter-shock of Hyogoken-Nambu earthquake, ” Proc. 50th Annual Convention of Japan Society for Civil Engineers (in Japanese).

2. 2) Kameda, H. (1975) : “One technique to calculate evolutionary spectrum for strong motion, ” JSCE Report No. 235.

3. 3) Ishida, K., Sato, K., Sawada, Y. and Yajima, H. (1985) : “Estimation of underground structure based on earthquake observation and normalized response spectrum, ” CRIEPI Report No. 385005 (in Japanese).

4. 4) Kokusho, T. (1987) : “In-situ dynamic soil properties and their evaluations, ” Proc. 8th Asian Regional Conference on soil Mechanics and Foundation Engineering.

5. 5) Kokusho, T., Tohma, J., Yajima, H., Tanaka, Y., Kanatani, M. and Yasuda, N. (1992) : “Seismic responses of soil layer and its dynamic properties” Proc. 10th World Conference on Earthquake Engineering.

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