In this paper, it is aimed to compare the near-and far-fault ground motion effects on the
nonlinear dynamic response of dams including dam–reservoir–foundation interaction. Two …

Ground motions in near source region of large crustal earthquakes are significantly affected
by rupture directivity and tectonic fling. These effects are the strongest at longer periods and …

In this paper, stochastic dynamic responses of dam–reservoir–foundation systems subjected
to spatially varying earthquake ground motions are investigated using the displacement …

Seismic analysis of dam-foundation systems is inherently complex due to uncertainties in
material properties. This study investigates the effects of material randomness and …

This article deals with the seismic performance evaluation of concrete gravity dams
considering fluid–structure–soil interaction in a finite-element framework. Two-dimensional …

The effects of incoherency and wave-passage on the nonlinear responses of concrete arch
dams are investigated in this study. A double curvature arch dam is selected as a numerical …

A mesh-free numerical model based on the Radial Basis Function Differential Quadrature is
introduced to simulate the hydrodynamic response of the dam-reservoirs-foundation system …

The majority of concrete dams worldwide have behaved relatively well during seismic
events. However, there are several cases where global failure or substantial damages have …

Spatially uniform ground motion is an assumption that is often made for structural analyses
of arch dams. However, it has been recognized for many years that the ground motion is non …

In this study, stochastic seismic response of a rock-fill dam is investigated by finite element
method. The Keban dam constructed in Elazığ, Turkey is chosen as a numerical example …