Recent researches have revealed that the seismic ground response above tunnels can be
different from the free-field motion during earthquakes. Nevertheless, to the best of the …

In this paper, an advanced formulation of the time-domain, two-dimensional hybrid finite
element–boundary element method (FEM/BEM) is presented, and applied to carry out site …

In this paper, a half-plane time-domain boundary element method (BEM) was presented for
analysing the 2-D scalar wave problems in a homogenous isotropic linear elastic medium …

A direct time-domain numerical approach named the half-plane boundary element method
is proposed based on the half-space Green's functions for seismic analysis of a …

In this paper, the model of a linear corrugated orthotropic stratum above a semi-infinite
substratum is elaborated by a half-space time-domain boundary element method (TD-BEM) …

In this paper, the effects of two long unsupported parallel tunnels on the seismic response of
the ground surface are studied, using the boundary element method in the time-domain. The …

This paper presents the preliminary results of an extensive numerical parametric study on
seismic behaviour of two‐dimensional semi‐sine‐shaped valleys subjected to vertically …

This paper presents the most important results of an extensive numerical parametric study
on seismic behavior of two-dimensional semi-sine shaped hills subjected to vertically …

Two-dimensional site effects caused by cavities under topographical functions can
considerably impact the seismic reaction of the ground surface. Due to the complexity of …

This paper presents the results of a numerical parametric study on the seismic behaviour of
3-D Gaussian-shaped valleys subjected to vertically propagating incident waves. The …