铁路隧道地震动力响应数值分析

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英文篇名：THE NUMERICAL ANALYSIS OF RAILWAY TUNNEL SEISMIC DYNAMIC RESPONSE 中文刊名：低温建筑技术 英文刊名：Low Temperature Architecture Technology 作者：张国斌 ; 巨建民 英文作者：ZHANG Guo-bin ; JU Jian-min(Dalian Jiaotong University ; Liaoning Dalian 116028 ; China) 中文关键词：铁路隧道 ; 动力响应 ; 数值分析 ; 平面应变 英文关键词：railway tunnel ; dynamic response ; numerical analysis ; plain strain 出版日期：2012-03-28 机构：大连交通大学; 年：2012 期：03 出版单位：低温建筑技术

摘要

基于某铁路隧道工程实例,运用有限元软件对其横断面采用二维平面应变模型进行模拟,模型采用粘弹性动力人工边界,引入水平和竖直地震波加速度激振,以数值模拟的方法分析了地震工况下隧道的稳定性及动应力、位移、应变变化规律。
Based on a railway tunnel engineering example,the cross-section was simulated with two-dimensional plane strain model by using the finite element software.The viscoelastic dynamic artificial boundary was used in the model.The horizontal and vertical seismic wave acceleration vibration was introduced.The stability of the tunnel and dynamic stress,displacement and strain changing rule under the condition of the earthquake was analyzed with the method of numerical simulation.

引文

[1]Shukla DK,Rizzo PC,Stephenson DE.Earthquake load analysisof tunnels and shafts[C]//Proceeding of the 7th World Confer-ence on Earthquake Engineering.1980:8.
    [2]Hashash Y M A,Hook J J,Schmidt B,Yao J I C.Seismic designand analysis of underground structures[J].Tunnelling and Under-ground Space Technology,2001,16(16):247-293.
    [3]JSCE.Earthquake Resistant Design for Civil Engineering Structurein Japan.Japanese Society of Civil Engineering,Tokyo:1988.
    [4]顾俊.地铁隧道结构地震非线性动力响应分析[D].南京:河海大学,2007:4.
    [5]李泳伸.地震区隧道结构安全性的数值模拟[D].成都:西南交通大学,2004:3.
    [6]高峰.地下结构动力分析若干问题研究[D].成都:西南交通大学,2003:7.
    [7]刘晶波,杜义欣,闫秋实.粘弹性人工边界及地震动输入在通用有限元软件中的实现[C]//第三届全国防震减灾工程学术研讨会论文集,2007.
    [8]刘晶波,谷音,杜义欣.一致粘弹性人工边界及粘弹性边界单元[J].岩土工程学报,2006,(9):1070-1076.