This paper is concerned with theoretical analyses and numerical evaluations based on the wave propagation theory to find dynamic characteristics of an alluvial basin locally situated on a half spatial bedrock due to concentrated loadings on the free surface. The method presented herein is derived from the Aki and Larner\u27s method by releasing the assumption of the repeated irregularities, so that the wave field having localized irregularities can be evaluated. The numerical analyses show that the amplification effects are obvious on the free surface inside the alluvial sediment and the subsurface structure influences the seismic behavior observed on the surface
International audienceThe main purpose of the paper is the analysis of seismic site effects in vario...
The present study investigates seismic response problems of triangular uniform irregular alluvial va...
A new method is presented for computing the transient response of a set of horizontally stratified, ...
Layering and geometry effects on ground response of two-dimensional sedimentary valleys under obliqu...
Results of an extensive numerical study on two dimensional wave scattering by valleys of semi-ellipt...
This paper explores the sensitivity of 2D wave effects to crucial problem parameters, such as the fr...
Presented is the transient seismic response of alluviums with due account for the configuration and ...
To explain the heavily damaged area for Kobe earthquake in 1995, nonlinear response characteristics ...
: This paper is concerned with the problem of soil amplification and structural damage due to local ...
Abstract This paper explores the sensitivity of 2D wave effects to crucial problem parameters, such ...
A large earthquake occurred in the Santa Cruz mountains, California, on 17 October 1989, and many st...
Following some introductory remarks on the key aspects of seismic site effects evaluation and on new...
Vibrations of the bedrock due to earthquakes are transferred to the ground level via different soil ...
In order to investigate and discuss a theoretical prediction on the seismic response of pile groups ...
The existence of local soft interlayer can significantly amplify or attenuate the ground motion and ...
International audienceThe main purpose of the paper is the analysis of seismic site effects in vario...
The present study investigates seismic response problems of triangular uniform irregular alluvial va...
A new method is presented for computing the transient response of a set of horizontally stratified, ...
Layering and geometry effects on ground response of two-dimensional sedimentary valleys under obliqu...
Results of an extensive numerical study on two dimensional wave scattering by valleys of semi-ellipt...
This paper explores the sensitivity of 2D wave effects to crucial problem parameters, such as the fr...
Presented is the transient seismic response of alluviums with due account for the configuration and ...
To explain the heavily damaged area for Kobe earthquake in 1995, nonlinear response characteristics ...
: This paper is concerned with the problem of soil amplification and structural damage due to local ...
Abstract This paper explores the sensitivity of 2D wave effects to crucial problem parameters, such ...
A large earthquake occurred in the Santa Cruz mountains, California, on 17 October 1989, and many st...
Following some introductory remarks on the key aspects of seismic site effects evaluation and on new...
Vibrations of the bedrock due to earthquakes are transferred to the ground level via different soil ...
In order to investigate and discuss a theoretical prediction on the seismic response of pile groups ...
The existence of local soft interlayer can significantly amplify or attenuate the ground motion and ...
International audienceThe main purpose of the paper is the analysis of seismic site effects in vario...
The present study investigates seismic response problems of triangular uniform irregular alluvial va...
A new method is presented for computing the transient response of a set of horizontally stratified, ...