|
|||||
|
|
Spatial variation of seismic motion induced by propagation of body waves |
|
| Authors: | D Zendagui M K Berrah |
| Institution: | a Department of Civil Engineering, Faculty of Engineering, University of AbouBekr Belkaïd, Tlemcen, BP 230, 13000, Tlemcen, Algeria b Department of Civil Engineering, Ecole Nationale Polytechnique, 10 Avenue Hassan Badi, Algiers, Algeria |
| Abstract: | Spatial variation of earthquake ground motion is an important phenomenon that cannot be ignored in the design and safety of strategic structures. Several models have been developed to describe this variation using statistical, mathematical or physical approaches. The latter approach is not specific to an event. A recent contribution, which uses such an approach and called complete stochastic deamplification approach (CSDA), was developed 1]. The aim of this paper is to analyze the spatial variation of earthquake motion induced by the propagation of body waves using the CSDA. Coherency functions are evaluated for the cases of SH–SV–P waves propagating through stratified soil. Results obtained show that the variation of the coherency function is not the same for vertical and horizontal components and that the motion is more coherent at depth than at the free surface. In fact, we found that the rate of decrease with frequency and distance is not the same if P–SV waves propagate through stratified soil. |
| Keywords: | Body wave Vertical horizontal coherency Complete stochastic deamplification approach Spatial variation Seismic motion |
| 本文献已被 ScienceDirect 等数据库收录！ | |