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悬索跨越管道地震响应分析
引用本文:成磊,刘昕.悬索跨越管道地震响应分析[J].管道技术与设备,2013(6):1-3,35.
作者姓名:成磊  刘昕
作者单位:[1]新疆石油勘察设计研究院,新疆乌鲁木齐830026 [2]中国石油东南亚管道公司,北京100028
摘    要:悬索跨越管道在地震作用下易受破坏,其地震响应分析、抗震设计方法的研究己成为管道跨越工程设计中的重要课题。文中建立了ANSYS分析模型,运用大质量地震输入方式,以典型的地震波作用于悬索跨越管道,进行非线性动力时程分析,得到悬索跨越管道地震响应结果,分析了悬索跨越管道地震响应的规律和特点。结果表明:悬索跨越管道在地震作用下,弯管处受力最大,管跨中点位移最大,地震波轴向和竖向分量对结构响应更强烈。

关 键 词:悬索跨越管道  有限元分析  地震  大质量法

Seismic Response Analysis of Cable-Suspending Pipes
CHENG Lei;LIU Xin.Seismic Response Analysis of Cable-Suspending Pipes[J].Pipeline Technique and Equipment,2013(6):1-3,35.
Authors:CHENG Lei;LIU Xin
Institution:CHENG Lei;LIU Xin;Xinjiang Petroleum Survey and Design Institute;China Petroleum Southeast Asia Pipeline Company Limited;
Abstract:Suspending pipes are prone to be broken in an earthquake. The seismic study of suspending pipes is of great significance. An analysis model of cable-suspending pipelines is built in ANSYS and the seismic analysis method is introduced. By selecting the method of high-mass input seismic waves,typical seismic waves are input in cable-suspending pipes. Then the characters and regularity of seismic responses to cable-suspending pipelines is studied. The results show that,due to the impact of a strong earthquake,the bending part is under the greatest stress,the displacement of middle suspending pipes is largest,and the axial and vertical components of seismic waves has strong impacts.
Keywords:cable-suspending pipe  FEA  earthquake  high-mass method
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