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The effect of deconvolved stochastic seismic excitation on nonlinear dynamic response of dam-foundation interaction systems is investigated by using the equivalent linear method. For this purpose, three different earthquake input mechanisms which are the standard-rigid-base input model, the massless-foundation input model and the deconvolved-base-rock input model are used. The spatial variability of ground motion which is considered with the incoherence and wave-passage effects is taken into account in the analyses. The Izmit earthquake in 1999 is selected as a ground motion. Two-dimensional interface finite elements are used between the dam-soil deposit and asphalt face. The mean of absolute maximum values of displacements and stresses obtained from the three earthquake input models are compared with each other.

Influence of soil conditions on the stochastic response of asphaltic lining dams to spatially varying ground motions