AbstractThe dynamic responses of viscoelastic ground vibration due to moving loads by using Cole-Cole model is investigated in this study. First, the paper gives the equation of motion in terms of the displacements for the homogeneous isotropic viscoelastic medium in the frequency domain. Then, the governing equations can be reduced to two Helmholtz equations and the displacement of the viscoelastic medium can be expressed via the potentials. By applying the double Fourier transform with respect to the horizontal coordinates, the general solution for the potentials of the visoelastic medium in the frequency wavenumber domain can be derived
The vibration response of a Timoshenko beam supported by a viscoelastic foundation with randomly dis...
In this contribution, recently published new semi-analytical solution for the moving mass problem [1...
The ground seismic sensors is working basing on the dynamic response of the ground,the ground displa...
AbstractThe dynamic responses of viscoelastic ground vibration due to moving loads by using Cole-Col...
Numerical model of the soil is an essential part of the dynamic soil – structure interaction analysi...
The longitudinal dynamic governing equation of the viscoelastic belt with one end subjected to conce...
ABSTRACT: The governing relations for nonlinear and linear viscoelastic vertical ground motions due ...
The dynamic steady-state response of a viscoelastic cylinder cover subjected to circumferentially mo...
Making use of a previously reported, simple, approximate method of analysis, a critical evaluation i...
Based on the Betti-Rayleigh Dynamic Reciprocal Theorem, the reciprocal property of the Green's funct...
AbstractThe transmission of vibrations in the ground, due to a high-speed moving vertical harmonic r...
Moving loads will have a certain impact on the safety of the structures. Since concrete is a viscoel...
Abstract:- The dynamic response of the surface of a soil medium subjected to a vertical, harmonic an...
With the evolution of the computational power, there is a tendency to overlook analytical and semi-a...
Experimental observations have shown that the dissipation per cycle in many materials does not depen...
The vibration response of a Timoshenko beam supported by a viscoelastic foundation with randomly dis...
In this contribution, recently published new semi-analytical solution for the moving mass problem [1...
The ground seismic sensors is working basing on the dynamic response of the ground,the ground displa...
AbstractThe dynamic responses of viscoelastic ground vibration due to moving loads by using Cole-Col...
Numerical model of the soil is an essential part of the dynamic soil – structure interaction analysi...
The longitudinal dynamic governing equation of the viscoelastic belt with one end subjected to conce...
ABSTRACT: The governing relations for nonlinear and linear viscoelastic vertical ground motions due ...
The dynamic steady-state response of a viscoelastic cylinder cover subjected to circumferentially mo...
Making use of a previously reported, simple, approximate method of analysis, a critical evaluation i...
Based on the Betti-Rayleigh Dynamic Reciprocal Theorem, the reciprocal property of the Green's funct...
AbstractThe transmission of vibrations in the ground, due to a high-speed moving vertical harmonic r...
Moving loads will have a certain impact on the safety of the structures. Since concrete is a viscoel...
Abstract:- The dynamic response of the surface of a soil medium subjected to a vertical, harmonic an...
With the evolution of the computational power, there is a tendency to overlook analytical and semi-a...
Experimental observations have shown that the dissipation per cycle in many materials does not depen...
The vibration response of a Timoshenko beam supported by a viscoelastic foundation with randomly dis...
In this contribution, recently published new semi-analytical solution for the moving mass problem [1...
The ground seismic sensors is working basing on the dynamic response of the ground,the ground displa...