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交叠车站与区间隧道列车振动对环境的影响
引用本文:由广明,刘维宁.交叠车站与区间隧道列车振动对环境的影响[J].北京交通大学学报(自然科学版),2005,29(4):40-44.
作者姓名:由广明  刘维宁
作者单位:同济大学,地下建筑与工程系,上海,200092;北京交通大学,土木建筑工程学院,北京,100044
摘    要:以北京地铁5号线崇文门车站下穿既有地铁2号线区间隧道为背景,研究了上下交叠地铁区间隧道与车站在列车同时通过时,其振动对周围环境的影响.根据5号线崇文门车站与2号线区间隧道的空间相对位置,建立了三维弹塑性有限元模型;采用车辆-轨道耦合动力学模型,得到作用于道床底部的列车动载;根据各种可能的列车荷载组合,分别研究了15种动载组合情况下地表振动的规律.

关 键 词:桥梁与隧道工程  地表振动  动力有限元  三维弹塑性模型  交叠车站与隧道
文章编号:1673-0291(2005)04-0040-05
修稿时间:2004年11月8日

Environmental Vibrations Induced by Trains' Passages Through Overlapping Station and Tunnels
YOU Guang-ming,LIU Wei-ning.Environmental Vibrations Induced by Trains' Passages Through Overlapping Station and Tunnels[J].JOURNAL OF BEIJING JIAOTONG UNIVERSITY,2005,29(4):40-44.
Authors:YOU Guang-ming  LIU Wei-ning
Abstract:Based on the Chongwenmen station of Beijing subway line 5 which is under the existing tunnel of line 2, the effects on surrounding environments due to the passing train induced vibration which acts on the overlap tunnels as well as the station are studied. According to the special location of the overlapping tunnels and station, a three-dimensional elastoplastic model is presented. The simulations of train-track system vibration by computer model provides the excitation loads of moving trains onto the tunnel and station structure. According to many compositions of the train vibration loads, the ground vibrations are studied under fifteen load situations.
Keywords:bridge and tunnel engineering  ground vibration  dynamic FEM  three-dimensional elastoplastic model  overlap station and tunnel
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