Dynamic characteristics of soil-foundation interaction system detected from forced vibration test and earthquake observation

Author:

Ishida Katsuhiko

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference13 articles.

1. , , and , ‘Experimental study of rock-structure interaction for design and analysis (Part 1–3)’, Trans. A.I.J. 1555–1560 (1983).

2. , , , , , and , ‘Forced vibration test of a model foundation on rock ground’, 6th Japan Earthquake eng. symp. 1657–1664 (1982).

3. , and , ‘Evaluation of elastic and damping characteristics of bedrock by the vibration test of the foundation’, Proc. Japan soc. civil eng. 13–26 (1983).

4. and , ‘Dynamic shear modulus and damping ratio of rocks for a wide confining pressure range’, Proc. int. cong. rock mech. E223–E226 (1983).

Cited by 4 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. Verification of two-dimensional non-linear analysis of sand-structure system by examining the results of the shaking-table test;Earthquake Engineering & Structural Dynamics;1992

2. Determination of soil impedance functions from vibration-test response of a circular foundation;Soil Dynamics and Earthquake Engineering;1991-05

3. References;Developments in Geotechnical Engineering;1991

4. Ambient vibration test of an anchorage of South Bisan-seto suspension bridge;Earthquake Engineering & Structural Dynamics;1987-08

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