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地铁列车振动对沿线敏感建筑的影响预测
引用本文:谢达文,刘维宁,刘卫丰,苏宇,孙晓静.地铁列车振动对沿线敏感建筑的影响预测[J].都市快轨交通,2008,21(1):44--47.
作者姓名:谢达文  刘维宁  刘卫丰  苏宇  孙晓静
作者单位:北京交通大学,北京,100044
摘    要:通过建立二维动态有限元模型,以速度为控制物理量,评价北京地铁8号线运营对邻近敏感建筑的振动影响;研究低层、多层敏感建筑振动响应的传播规律,比较不同基础形式下对振动的影响.结果表明,地铁列车运营所产生的振动影响在控制标准范围之内,无需采取特殊的减振措施.

关 键 词:地铁  敏感建筑  振动  影响  动态有限元分析  地铁列车振动  沿线  敏感  建筑  影响预测  Buildings  Sensitive  Metro  Impact  Vibration  减振措施  标准范围  列车运营  结果  不同基础形式  比较  传播规律  振动响应  研究  振动影响
收稿时间:2007-08-10
修稿时间:2007-12-22

Prediction of Vibration Impact of Metro Trains on Adjacent Sensitive Buildings
Xie Dawen,Liu Weining,Liu Weifeng,Su Yu,Sun Xiaojing.Prediction of Vibration Impact of Metro Trains on Adjacent Sensitive Buildings[J].Urban Rapid Rail Transit,2008,21(1):44--47.
Authors:Xie Dawen  Liu Weining  Liu Weifeng  Su Yu  Sun Xiaojing
Abstract:A two-dimension dynamic finite element model is established to assess the vibration impact of vehicles on Line 8 of Beijing metro on adjacent sensitive buildings. Vibration velocity is taken as the control factor. The attenuation regulations of vibrations in low-rise and high-rise buildings are studied. The effect of foundation forms on vibration responses is also analyzed. Results indicate that the vibration influence is kept within the control standards and that there is no need to take special mitigation measures.
Keywords:metro  sensitive buildings  vibration  influence  dynamic finite element analysis
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