The wave propagation on the surface of a half-space due to a moving load is analyzed using the Integral Transform Method. By using of the Helmholtz’s decomposition and threefold Fourier transformation the body wave equation is transformed in the wave number-frequency domain and solved numerically. The obtained displacement field is transformed in time domain by the Inverse Fourier Transform. The analysis is carried out using computer program written in MATLAB program language. The load is vertical sinusoidal force P=1 MN moving along the line defined by x=0 with constant speed. The influence of source velocity on the displacements of the half-space and on the frequency content of the displacements at three locations at different distances f...
To solve vibration problems of structure founded on the soil, the dynamic behavior of the soil need...
Man-made vibrations from different types of sources are usually measured on the surface of the groun...
This unique book covers advanced topics in dynamic modeling of soil-foundation interaction, as well ...
The wave propagation on the surface of a half-space due to a moving load is analyzed using the Inte...
AbstractThe transmission of vibrations in the ground, due to a high-speed moving vertical harmonic r...
The problem of determining the response of a soil medium under the action of moving loads has receiv...
Dynamic analysis of ground due to moving loads of rail traffic is important in design of railways. I...
The paper deals with the boundary element method formulation of the steady-state vibration wave prop...
Two methods for an effective computation of the ground motion induced by moving loads with constant ...
This paper reviews the direct stiffness method for the calculation of harmonic and transient wave pr...
An overview of the main theoretical aspects of finite-element and boundary-element modelling of the ...
AbstractConsidered in the present article is the problem of a line load load moving at a constant tr...
With the evolution of the computational power, there is a tendency to overlook analytical and semi-a...
The paper deals with the boundary element method formulation of the steady-state wave propagation th...
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertica...
To solve vibration problems of structure founded on the soil, the dynamic behavior of the soil need...
Man-made vibrations from different types of sources are usually measured on the surface of the groun...
This unique book covers advanced topics in dynamic modeling of soil-foundation interaction, as well ...
The wave propagation on the surface of a half-space due to a moving load is analyzed using the Inte...
AbstractThe transmission of vibrations in the ground, due to a high-speed moving vertical harmonic r...
The problem of determining the response of a soil medium under the action of moving loads has receiv...
Dynamic analysis of ground due to moving loads of rail traffic is important in design of railways. I...
The paper deals with the boundary element method formulation of the steady-state vibration wave prop...
Two methods for an effective computation of the ground motion induced by moving loads with constant ...
This paper reviews the direct stiffness method for the calculation of harmonic and transient wave pr...
An overview of the main theoretical aspects of finite-element and boundary-element modelling of the ...
AbstractConsidered in the present article is the problem of a line load load moving at a constant tr...
With the evolution of the computational power, there is a tendency to overlook analytical and semi-a...
The paper deals with the boundary element method formulation of the steady-state wave propagation th...
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertica...
To solve vibration problems of structure founded on the soil, the dynamic behavior of the soil need...
Man-made vibrations from different types of sources are usually measured on the surface of the groun...
This unique book covers advanced topics in dynamic modeling of soil-foundation interaction, as well ...