Stochastic Approaches in Earthquake Engineering pp 139-156 | Cite as
Stochastic Seismic Response Sensitivity of Soil-Structure Interaction System
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.
Keywords
Ground Motion Seismic Response Random Medium Rupture Process Earthquake Ground MotionPreview
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