Stochastic dynamic response of multiple degree of freedom (MDOF) subsystems that are attached at multiple points to an MDOF supporting structure that is subjected to seismic excitation is obtained by using a modal time domain random vibration approach. An earthquake is modeled as a nonstationary, nonwhite, vector random process that has a realistic spectral shape and finite ground displacement, velocity, and acceleration. Analyses of secondary systems are decoupled from the primary system without loss of accuracy when the cascading assumption is appropriate. This makes the design process of subsystems convenient and efficient. When tuning occurs, cascading assumptions are no longer appropriate. Previously obtained results for the modal properties of combined systems in terms of modal properties of the primary system and subsystems are then utilized. Results account for tuning spatial coupling in terms of stiffness and inertia. Exact analytical expressions are obtained for the elements of the state transition matrix and the evolutionary covariance matrix of various responses. The solution is exact, within the limitations of modal analysis, since all the cross terms between modal coordinates are considered. Finally the capabilities of this approach are illustrated through analysis of an example.
展开▼
