AbstractThis paper presents Green’s function for time-harmonic elastodynamic problems for a single layer domain (three-dimensional region bounded by two parallel planes with traction-free boundary conditions). The semi-analytic solution is built in three steps: (a) potential displacement representation; (b) angular Fourier series; (c) radial Hankel transform. Reflection matrices are presented for the plate domain. Kernels are integrally split into a singular closed-form term (the static half-space solution) plus an incremental solution. In order to compute the inverse Hankel transform for displacements and stress components, a modified complex integration path is required. Theoretical considerations allow an adequate delimitation of such a ...
This paper presents numerical techniques for evaluating integrals of the form ∫0 ∞ dk. These integra...
Theory of non-stationary vibrations of three- layered viscoelastic plate from 2D statement...
In the context of the developing of a numerically efficient model of railway induced ground vibratio...
AbstractThis paper presents Green’s function for time-harmonic elastodynamic problems for a single l...
This work presents analytical Green's functions for the steady state response of a homogeneous three...
The topic of this paper is to show that the integrals of infinite extent representing the surface di...
AbstractBy virtue of a complete representation using two displacement potentials, an analytical deri...
UnrestrictedA complete radiation boundary has been designed for time-harmonic wave propagation probl...
Abstract. In this paper, we compute the closed form expressions of elas-todynamic Green functions fo...
An asymptotic Green's function in homogeneous anisotropic viscoelastic media is derived. The Green's...
This paper presents stress influence functions for uniformly distributed, time-harmonic rectangular ...
AbstractThis paper studies the spatial behavior of steady-state solutions in bending problems of lin...
The problem of one-dimensional non-stationary wave propagation in viscoelastic half space is conside...
Se presenta una solución analítica para la respuesta de un semiespacio tridimensional homogéneo con ...
The homogeneous Green’s function is the Green’s function minus its timereversal. Many wavefield imag...
This paper presents numerical techniques for evaluating integrals of the form ∫0 ∞ dk. These integra...
Theory of non-stationary vibrations of three- layered viscoelastic plate from 2D statement...
In the context of the developing of a numerically efficient model of railway induced ground vibratio...
AbstractThis paper presents Green’s function for time-harmonic elastodynamic problems for a single l...
This work presents analytical Green's functions for the steady state response of a homogeneous three...
The topic of this paper is to show that the integrals of infinite extent representing the surface di...
AbstractBy virtue of a complete representation using two displacement potentials, an analytical deri...
UnrestrictedA complete radiation boundary has been designed for time-harmonic wave propagation probl...
Abstract. In this paper, we compute the closed form expressions of elas-todynamic Green functions fo...
An asymptotic Green's function in homogeneous anisotropic viscoelastic media is derived. The Green's...
This paper presents stress influence functions for uniformly distributed, time-harmonic rectangular ...
AbstractThis paper studies the spatial behavior of steady-state solutions in bending problems of lin...
The problem of one-dimensional non-stationary wave propagation in viscoelastic half space is conside...
Se presenta una solución analítica para la respuesta de un semiespacio tridimensional homogéneo con ...
The homogeneous Green’s function is the Green’s function minus its timereversal. Many wavefield imag...
This paper presents numerical techniques for evaluating integrals of the form ∫0 ∞ dk. These integra...
Theory of non-stationary vibrations of three- layered viscoelastic plate from 2D statement...
In the context of the developing of a numerically efficient model of railway induced ground vibratio...