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高速列车振动荷载下大断面隧道结构动力响应分析
引用本文:李亮,张丙强,杨小礼.高速列车振动荷载下大断面隧道结构动力响应分析[J].岩石力学与工程学报,2005,24(23):4259-4265.
作者姓名:李亮  张丙强  杨小礼
作者单位:中南大学,土木建筑学院,湖南,长沙,410075
基金项目:国家自然科学基金资助项目(50408020)
摘    要:随着高速铁路的快速发展,高速列车荷载对大断面隧道结构的影响受到关注。采用激振函数模拟高速列车竖向振动荷载,运用弹塑性有限元方法对大断面隧道结构在列车振动荷载作用下的动响应进行了深入的分析。研究了不同断面形式、车速和阻尼比系数对振动响应的影响,并将结果与小断面隧道进行比较。

关 键 词:隧道工程  高速列车  大断面隧道  动力响应  有限元法
文章编号:1000-6915(2005)23-4259-07
收稿时间:2004-07-01
修稿时间:2004-07-012004-12-10

ANALYSIS OF DYNAMIC RESPONSE OF LARGE CROSS-SECTION TUNNEL UNDER VIBRATING LOAD INDUCED BY HIGH SPEED TRAIN
LI Liang,ZHANG Bing-qiang,YANG Xiao-li.ANALYSIS OF DYNAMIC RESPONSE OF LARGE CROSS-SECTION TUNNEL UNDER VIBRATING LOAD INDUCED BY HIGH SPEED TRAIN[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(23):4259-4265.
Authors:LI Liang  ZHANG Bing-qiang  YANG Xiao-li
Affiliation:School of Civil Engineering and Architecture, Central South University, Changsha 410075, China
Abstract:With the development of high speed railway,more and more attentions have been paid to the effect of vibrating load induced by high speed train on large cross-section tunnel.Based on the numerical simulation of vertical vibrating load induced by high speed train with excitation function,dynamic response of large cross-section tunnel under the vibrating load has been analyzed by elastoplastic finite element method;and the effects of different section forms,train speed and damping ratios on the dynamic response are also studied.Comparisons of dynamic responses between large cross-section tunnel and general one are performed.
Keywords:tunneling engineering  high speed train  large cross-section tunnel  dynamic response  finite element method
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