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管土相互作用下埋地管道的抗震性能研究
引用本文:王绍杰,朱庆杰,刘英利,王洪川.管土相互作用下埋地管道的抗震性能研究[J].世界地震工程,2007,23(1):47-50.
作者姓名:王绍杰  朱庆杰  刘英利  王洪川
作者单位:河北理工大学,建筑工程学院,河北,唐山,063009
基金项目:国家自然科学基金;河北省教育厅自然科学基金
摘    要:管土相互作用是影响埋地管道抗震性能的关键因素之一,分析管土相互作用是城市地下管道建设中面临的突出问题。在应用ADINA软件实现地下管道与土体融合有限元建模的基础上,通过定义管土接触来设定管土相互作用;介绍了管土接触设定、地震荷载加载时间函数、模型参数选择与求解步骤,并依据所建模型计算了埋地管道的变形和应力分布。根据计算结果,分析了管土相互作用对埋地管道抗震性能的影响,并给出了几点工程建议。

关 键 词:埋地管道  管土相互作用  抗震  有限元
文章编号:1007-6069(2007)01-0047-04
修稿时间:2006-09-21

Research on earthquake resistance of buried pipeline under pipe-soil interaction
WANG Shao-jie,ZHU Qing-jie,LIU Ying-li,WANG Hong-chuan.Research on earthquake resistance of buried pipeline under pipe-soil interaction[J].World Information On Earthquake Engineering,2007,23(1):47-50.
Authors:WANG Shao-jie  ZHU Qing-jie  LIU Ying-li  WANG Hong-chuan
Institution:College of Civil Engineering and Architecture, Hebei Polytechnic University, Tangshan 063009, China
Abstract:Pipe-soil interaction is one of the primary factors in earthquake resistance of buried pipeline, and the analysis of pipe-soil interaction is the key of underground pipeline construction. On the basis of finite element modeling, pipe-soil contact is simulated by Boolean Body Operators, and pipe-soil interaction is defined by the pipe-soil Contact Control Operators in ADINA. Pipe-soil contact definition, time function of earthquake load, model preferences and solution are introduced. The distribution of displacement and stress on buried pipeline is calculated. In- fluence of pipe-soil interaction on earthquake resistance of buried pipeline is investigated based on the results of numerical simulation. Finally, some advice for earthquake lifeline engineering is proposed.
Keywords:ADINA
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