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stiffnessDisease
Presented is the transient seismic response of alluviums with due account for the configuration and the size in view of incident wave type and the length, besides the stiffness contrast to the underlain far extending base. The BEM-FEM hybrid computation is taken in order to give a clear interpretation to the seismic wave scattering and propagation. Parametric studies are performed aiming at acquiring the relevant soil amplification which is useful information for the structural design on irregular site
Abstract – In this paper, the direct boundary element method in time domain is used for the calculat...
To explain the heavily damaged area for Kobe earthquake in 1995, nonlinear response characteristics ...
Layering and geometry effects on ground response of two-dimensional sedimentary valleys under obliqu...
This paper concerns an amplification of seismic ground motions by a certainly shaped surface soil de...
Results of an extensive numerical study on two dimensional wave scattering by valleys of semi-ellipt...
A study of the effects of dam-foundation interaction on the response of earth dams to obliquely inci...
Following some introductory remarks on the key aspects of seismic site effects evaluation and on new...
This paper is concerned with theoretical analyses and numerical evaluations based on the wave propag...
A large earthquake occurred in the Santa Cruz mountains, California, on 17 October 1989, and many st...
International audienceIt is well-known that the response of a site to seismic excitation depends on ...
Response analyses of three recorded earthquakes at a nuclear power plant have been conducted. The ob...
textLocal soil conditions influence the characteristics of earthquake ground shaking and these effec...
The paper is directed to follow a procedure where seismic responses are identified and recommendatio...
Predicting the ground response to the propagation of seismic waves is one of the most important aspe...
There are many factors that affect site response hit with an earthquake. Some significant factors in...
Abstract – In this paper, the direct boundary element method in time domain is used for the calculat...
To explain the heavily damaged area for Kobe earthquake in 1995, nonlinear response characteristics ...
Layering and geometry effects on ground response of two-dimensional sedimentary valleys under obliqu...
This paper concerns an amplification of seismic ground motions by a certainly shaped surface soil de...
Results of an extensive numerical study on two dimensional wave scattering by valleys of semi-ellipt...
A study of the effects of dam-foundation interaction on the response of earth dams to obliquely inci...
Following some introductory remarks on the key aspects of seismic site effects evaluation and on new...
This paper is concerned with theoretical analyses and numerical evaluations based on the wave propag...
A large earthquake occurred in the Santa Cruz mountains, California, on 17 October 1989, and many st...
International audienceIt is well-known that the response of a site to seismic excitation depends on ...
Response analyses of three recorded earthquakes at a nuclear power plant have been conducted. The ob...
textLocal soil conditions influence the characteristics of earthquake ground shaking and these effec...
The paper is directed to follow a procedure where seismic responses are identified and recommendatio...
Predicting the ground response to the propagation of seismic waves is one of the most important aspe...
There are many factors that affect site response hit with an earthquake. Some significant factors in...
Abstract – In this paper, the direct boundary element method in time domain is used for the calculat...
To explain the heavily damaged area for Kobe earthquake in 1995, nonlinear response characteristics ...
Layering and geometry effects on ground response of two-dimensional sedimentary valleys under obliqu...
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