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地下管网地震反应分析模型
引用本文:孙千伟,刘威,李杰.地下管网地震反应分析模型[J].防灾减灾工程学报,2011,31(6):654-658.
作者姓名:孙千伟  刘威  李杰
作者单位:同济大学建筑工程系,上海,200092
基金项目:科技部国家重点实验室基金,国家自然科学基金委青年科学基金
摘    要:建立了多点地震动激励作用下的地下管网地震反应拟静力分析模型.首先建立基于有限单元模型的地下管网系统刚度方程,接着给出考虑地震动空间相关性及场地条件等诸多因素的地震动场模拟思路及管网系统地震动施加策略,最后通过解析法验证了模型的正确性.采用本文方法对一“十”字形管网进行了地震反应分析,结果表明:①管线轴向应力沿着管线长度...

关 键 词:地下管网  有限元法  多点地震动激励

Analysis Model of Buried Pipeline Network under Earthquake Ground Motions
SUN Qian-wei,LIU Wei,LI Jie.Analysis Model of Buried Pipeline Network under Earthquake Ground Motions[J].Journal of Disaster Prevent and Mitigation Eng,2011,31(6):654-658.
Authors:SUN Qian-wei  LIU Wei  LI Jie
Institution:(Department of Building Engineering,Tongji University,Shanghai 200092,China)
Abstract:Pseudo-static analysis model of buried pipeline network under multiple-support seismic excitations is presented.Based on FEM model,the stiffness equation of buried pipeline network is established. Considering the spatial correlation of different ground motions and the non-uniformity of soil conditions, the simulation of ground motion field is introduced and the method of motion input on pipeline network is proposed.The validity of this model is proved then by theoretical solutions.Finally,a cross type pipeline network under seismic excitations is analyzed by this method,the result shows that:1)axial stress increases gradually along pipeline from the end to intersection of the two pipelines,and reaches peak value at intersection point;2)compared with axial stress,bending stress is much smaller,but abrupt changes appear at the end and intersection of the pipeline network.Therefore,it is necessary to analyze the pipeline network as a system under seismic excitations.
Keywords:buried pipeline network  finite element method(FEM)  multiple-support seismic excitations
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