Deconvolution method between kinematic interaction and dynamic interaction of soil-foundation systems based on observed data

Masaru Hoshiya1
1Professor, Department of Civil Engineering, Musashi Institute of Technology, Tokyo, Japan

Tài liệu tham khảo

Kausel, 1977, Dynamic analysis of embedded structures, Trans. 4th SMIRT, K2/6 Yamahara, 1970, Ground motions during earthquakes and the input loss of earthquake power to an excitation of building, Soil and Foundation, X, 145, 10.3208/sandf1960.10.2_145 Iguchi, 1973, Seismic response with consideration of both phase difference of ground motion and soil-structure interaction, B Newmark, 1977, Comparison of building response and free field motion in earthquakes, 11, 1 Bernreuter, 1977, Assessment of seismic wave effects on soil-structure interaction, K2/14 Ray, 1978, Effective seismic input through rigid foundation filtering, Nucl. Eng. Design, 45, 185, 10.1016/0029-5493(78)90115-2 Wolf, 1979, Travelling wave effects in soil-structure interaction, Trans. 5th SMIRT, K5/1 Harada, 1981, Dynamic soil-structure interaction analysis by continuum formulation method, Vol. 29 Shioya, 1977, Study on filtering effect of foundation slab based on observational records, 11, 103 Ishii, 1984, Kinematic interaction of soil-structure system based on observed data Hoshiya, 1983, Evaluation of kinematic interaction of soil-foundation systems by a stoachastic model, Soil Dyn. Earthq. Eng., 2, 128 Hoshiya, 1982, Potential loss of ground motion due to kinematic interaction in a 4-storey RC building, Trans. JSCE, Appl. Mech. Struct. Eng. Div., 14, 129 Verbic, 1978, Application of discrete Fourier transform and recursive equations for linear system response computation Snneddon, 1972 Shreider, 1966 Jazwinski, 1970 Eykhoff, 1974