Abstract
The investigation reported in this paper constitutes the second phase of an on-going research project that aims at developing techniques for the computation and analysis of response of complex structures excited by non-parametric and parametric non-stationary random disturbances. In this second phase, the technique previously developed by the authors for the analysis of response of a general two-degree-of-freedom system subjected to the aforementioned classes of excitations is extended to handle multi-degree-of-freedom (MDOF) systems. Applications are made for the computation of response of several typical plate structures, approximated by the finite element method so that they can be analyzed as MDOF systems.
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