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基于薄层法-有限元法的地铁引起地面振动分析

A Couple TLE-FE Model for Ground Vibrations Caused by Underground Railways
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摘要 运用薄层单元法与有限单元法结合的方法,对地铁列车运行时的地面振动进行了分析研究,计算了离地铁隧道不同距离的地面加速度,并与实测结果进行比较,结果吻合较好,可为地铁运营时对周围环境的振动影响提供预测与参考. In this paper,ground vibrations due to underground railways were studied by the coupling the thin layer element(TLE) method and the finite element(FE) method.The ground accelerations with different distances from tunnel were calculated.The results are correspond with the measured.It is shown that the model can provide a reference for predicting environmental vibration.
出处 《佳木斯大学学报(自然科学版)》 CAS 2011年第2期164-167,172,共5页 Journal of Jiamusi University:Natural Science Edition
关键词 地铁 振动 加速度 薄层法 有限单元法 underground railways vibration acceleration TLEM FEM
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参考文献4

  • 1同济大学.上海市地震小区划[R].同济大学,1992.
  • 2Eduardo Kausel. Jose, Manuel Roesset. Stiffness Matrices for Layered Soils. Bulletin of the Seismological Society of America, Vol. 71, No. 6, , December 1981, pp. 1743-1761.
  • 3Eduardo Kausel. Fundamental Solutions in Elastodynamics:A Compendium. New York: Cambridge University Press, 2006.
  • 4M. Schevenels, The Impact of Uncertain Dynamic Soil Characteristics on the Prediction of Ground Vibrations, PhD at Department of Civil Engineering, K. U. Leuven, 2007.

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