This paper studies the dynamic interaction for two adjacent rigid foundations embedded in a
viscoelastic soil layer. The vibrations originate from one of the rigid foundations placed in the …

In this paper, a finite element model of a soil island is coupled to both a consistent
transmitting boundary and a paraxial boundary, which are then used to model the …

This study analyses the seismic response of a three-dimensional (3-D) rigid massless
square foundation resting or embedded in a viscoelastic soil limited by rigid bedrock. The …

The dynamic soil-structure interaction of a shear wall embedded in elastic isotropic and
homogeneous soil layers underlain by bedrock, subjected to SH waves, is modeled in the …

This article proposes a method based on artificial neural networks (ANN) to predict the time
history responses at any point on the ground near a shaking table reaction mass …

The main objective of this study is to analyse the effect of the non-linear behaviour of the soil
on the seismic response of a foundation by taking into account the soil-structure interaction …

For a given structural geometry, the stiffness and damping parameters of the soil and the
dynamic response of the structure may change in the face of an equivalent linear soil …

This paper presents the role of the intensity of an earthquake on the estimation of dynamic
impedance functions. For various seismic shaking we will have different nonlinear behavior …

This paper studies the dynamic foundation-soil-foundation interaction for two square rigid
foundations embedded in a viscoelastic soil layer. The vibrations come from only one rigid …

This study, analyses the seismic response for a rigid massless square foundation resting on
a viscoelastic soil layer limited by rigid bedrock. The foundation is subjected either to …