An efficient method is presented for approximate computation of extreme val
ue characteristics of the response of a linear structure subjected to nonst
ationary Gaussian excitation. The characteristics considered are the mean a
nd standard deviation of the extreme value and fractile levels having speci
fic probabilities of not being exceeded by the random process within a spec
ified time interval. The approximate procedure can significantly facilitate
the utilization of nonstationary models in engineering practice. since it
avoids computational difficulties associated with direct application of ext
reme value theory. The method is based on the approximation of the cumulati
ve distribution function (CDF) of the extreme value of a nonstationary proc
ess by the CDF of a corresponding "equivalent" stationary process. Approxim
ate procedures are developed for both the Poisson and Vanmarcke approaches
to the extreme value problem, and numerical results are obtained for an exa
mple problem. These results demonstrate that the simple approximate method
agrees quite well with the direct application of extreme value theory, whil
e avoiding the difficulties associated with solution of nonlinear equations
containing complicated time integrals.