The Direct Boundary Element Method (DBEM) is presented to solve the elastodynamic field equations in 2D, and a complete comprehensive implementation is given. The DBEM is a useful approach to obtain reliable numerical estimates of site effects on seismic ground motion due to irregular geological configurations, both of layering and topography. The method is based on the discretization of the classical Somigliana's elastodynamic representation equation which stems from the reciprocity theorem. This equation is given in terms of the Green's function which is the full-space harmonic steady-state fundamental solution. The formulation permits the treatment of viscoelastic media, therefore site models with intrinsic attenuation can be examined. B...
Abstract – In this paper, the direct boundary element method in time domain is used for the calculat...
ABSTRACT: Topographic conditions play an important role on the modification of seismic ground motion...
This paper concerns an amplification of seismic ground motions by a certainly shaped surface soil de...
The boundary element method is specially well suited for the analysis of the seismic response of val...
International audienceThis paper deals with the evaluation of seismic site effects due to the local ...
International audienceThis paper deals with the evaluation of seismic site effects due to the local ...
Copyright © 2007 Elsevier Ltd.DOI: http://dx.doi.org/10.1016/j.soildyn.2007.09.002This paper deals w...
We present a semi-analytic method based on the propagation matrix formulation of indirect boundary e...
International audienceThe main purpose of the paper is the numerical analysis of seismic site effect...
The Indirect Boundary Element Method (IBEM) is used to compute the seismic response of a three-dimen...
This book focuses on the mathematical potential and computational efficiency of the Boundary Element...
A study of the effects of dam-foundation interaction on the response of earth dams to obliquely inci...
Abstract Three-dimensional seismic responses of two-dimensional topogra-phies are studied by means o...
A semi-analytic method based on the propagation matrix formulation of indirect boundary element meth...
Elastic wave propagation in 3D poroelastic geological media with localized heterogeneities, such as ...
Abstract – In this paper, the direct boundary element method in time domain is used for the calculat...
ABSTRACT: Topographic conditions play an important role on the modification of seismic ground motion...
This paper concerns an amplification of seismic ground motions by a certainly shaped surface soil de...
The boundary element method is specially well suited for the analysis of the seismic response of val...
International audienceThis paper deals with the evaluation of seismic site effects due to the local ...
International audienceThis paper deals with the evaluation of seismic site effects due to the local ...
Copyright © 2007 Elsevier Ltd.DOI: http://dx.doi.org/10.1016/j.soildyn.2007.09.002This paper deals w...
We present a semi-analytic method based on the propagation matrix formulation of indirect boundary e...
International audienceThe main purpose of the paper is the numerical analysis of seismic site effect...
The Indirect Boundary Element Method (IBEM) is used to compute the seismic response of a three-dimen...
This book focuses on the mathematical potential and computational efficiency of the Boundary Element...
A study of the effects of dam-foundation interaction on the response of earth dams to obliquely inci...
Abstract Three-dimensional seismic responses of two-dimensional topogra-phies are studied by means o...
A semi-analytic method based on the propagation matrix formulation of indirect boundary element meth...
Elastic wave propagation in 3D poroelastic geological media with localized heterogeneities, such as ...
Abstract – In this paper, the direct boundary element method in time domain is used for the calculat...
ABSTRACT: Topographic conditions play an important role on the modification of seismic ground motion...
This paper concerns an amplification of seismic ground motions by a certainly shaped surface soil de...