A Study on 3D Evaluation and Reduction Method for Vibration of Track-Roadbed due to Railway Load

열차하중으로 인한 궤도-지반의 3D 진동평가 및 저감방법에 관한 연구

  • Received : 2010.10.25
  • Accepted : 2011.01.20
  • Published : 2011.02.26


The paper describes four practical cases of railway structure concerning a three-dimensional numerical approach to analyse dynamic soil-structure interaction(SSI)of railway tracks on layered soil under transient load in the time domain. The SSI-Model has been implemented in TDAPIII accounting for nonlinear properties of the track and soil. The approach can be also be used to calculate vibration propagation in the soil and its effect on nearby buildings and structure. The Method is applied to analyse the dynamic response of railway tracks due to a moving wheel set. Finally some sample are given in order to reduce the vibration at the point of emission, at the transmission path and the structure itself.


Supported by : 배재대학교


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