Train-induced wave propagation in layered soils using finite/infinite element simulation |
| |
| Authors: | Y B Yang H H Hung D W Chang |
| |
| Institution: | a Department of Civil Engineering, National Taiwan University, Taipei 10617, Taiwan, ROC;b First Structural Department, China Engineering Consultants, Inc., Taipei 10637, Taiwan, ROC |
| |
| Abstract: | In this paper, the transmissibility of soils for vibrations induced by trains moving at different speeds is studied. The 2.5 D finite/infinite element approach adopted herein allows us to consider the load-moving effect of the train in the direction normal to the two-dimensional profile of the soils considered, and, therefore, to obtain three-dimensional responses for the soils using only plane elements. The moving train is simulated by a sequence of moving wheel loads that may vibrate with certain frequency. Two train speeds are considered, one is smaller and the other is greater than the Rayleigh wave speed of the layered soils, to represent the effects of speed in the sub-critical and super-critical ranges. In order to evaluate the effect of each parameter on the ground response induced by moving trains, parametric studies are conducted for the following parameters: the shear wave speed, damping ratio and stratum depth of the supporting soils, and the moving speed and vibration frequency of the traveling trains. Conclusions concerning the mechanism of wave propagation in layered soils are drawn from the parametric studies, which should prove useful to practicing engineers. |
| |
| Keywords: | Wave attenuation Moving loads Doppler effect 2 5 D finite/infinite element Layered soils |
| 本文献已被 ScienceDirect 等数据库收录！ |
|
