Based on the theory of wave scatter and the velocity, the wave radiation which is caused in soil of dynamic foundation and the range of the affected depth are presented in this paper. It is pointed out that the mass ratio of foundation and the location of the foundation in the layered soil, and its propagation velocity in the affected depth, are the major factors affecting radial damping of soil-foundation system on the half space
There are two types of models of soil-structure system depending upon the rigidity of foundation: mo...
This paper studies the damping characteristics of the soil foundation under a building concerning th...
A numerical procedure is proposed to analyze the seismic response of structure resting on layered me...
A simple solution technique for evaluating the response of a surface or embedded foundation under ve...
The paper evaluates the radiation damping associated with shallow foundations sitting on linear or n...
New expressions for stiffness and radiation damping, which have been developed for a new forcing fun...
The paper evaluates the radiation damping associated with shallow foundations sitting on linear or n...
By actual measuring and theory analysis, this paper obtains the saturated water mass density and she...
On the basis of many tests it has been proved that the damping properties of bases not only have bea...
Interacting with constractions foundations during earthquake elastic seismic waves form reflected wa...
The parameters needed for the design of machine foundations are usually evaluated from the model blo...
Soil response under dynamic loading has been modeled using linear-viscoelasticity for many decades. ...
It has been proved that the propagation law of elastic surface wave emanating from machinery foundat...
Attenuation of ground vibration induced by dynamic machinery is investigated with fundamental theory...
Foundation damping incorporates the combined effects of energy loss due to waves propagating away fr...
There are two types of models of soil-structure system depending upon the rigidity of foundation: mo...
This paper studies the damping characteristics of the soil foundation under a building concerning th...
A numerical procedure is proposed to analyze the seismic response of structure resting on layered me...
A simple solution technique for evaluating the response of a surface or embedded foundation under ve...
The paper evaluates the radiation damping associated with shallow foundations sitting on linear or n...
New expressions for stiffness and radiation damping, which have been developed for a new forcing fun...
The paper evaluates the radiation damping associated with shallow foundations sitting on linear or n...
By actual measuring and theory analysis, this paper obtains the saturated water mass density and she...
On the basis of many tests it has been proved that the damping properties of bases not only have bea...
Interacting with constractions foundations during earthquake elastic seismic waves form reflected wa...
The parameters needed for the design of machine foundations are usually evaluated from the model blo...
Soil response under dynamic loading has been modeled using linear-viscoelasticity for many decades. ...
It has been proved that the propagation law of elastic surface wave emanating from machinery foundat...
Attenuation of ground vibration induced by dynamic machinery is investigated with fundamental theory...
Foundation damping incorporates the combined effects of energy loss due to waves propagating away fr...
There are two types of models of soil-structure system depending upon the rigidity of foundation: mo...
This paper studies the damping characteristics of the soil foundation under a building concerning th...
A numerical procedure is proposed to analyze the seismic response of structure resting on layered me...