Abstract
The seismic response sensitivity of soil-structure interaction system is statistically investigated in relation to the development of a reasonable seismic design methodology of a structural system. In the above analysis, the earthquake ground motion model is presented by the convolution of Green’s function of a random medium and random rupture process function which is expressed by the dynamic behavior of flexible membrane, and the inertia interaction of a rectangular foundation on a semi-infinite random medium is estimated in terms of the dynamic ground compliance. The seismic response characteristics of soil-structure interaction system are discussed through the variables describing the ground motion model and the dynamic ground compliance.
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References
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© 1987 Springer-Verlag Berlin, Heidelberg
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Kawano, M., Kobori, T. (1987). Stochastic Seismic Response Sensitivity of Soil-Structure Interaction System. In: Lin, Y.K., Minai, R. (eds) Stochastic Approaches in Earthquake Engineering. Lecture Notes in Engineering, vol 32. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-83252-9_9
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DOI: https://doi.org/10.1007/978-3-642-83252-9_9
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