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大型高墩渡槽横向地震反应分析
引用本文:李遇春,朱暾,乐运国,李祥新.大型高墩渡槽横向地震反应分析[J].武汉大学学报(工学版),1999(3).
作者姓名:李遇春  朱暾  乐运国  李祥新
摘    要:将高墩渡槽简化为高墩矩形水箱耦联系统,应用流体线性势流理论及Hamilton原理导得耦联系统的运动方程.运用Laplace变换及其数值逆变换技术分析了耦联系统的地震反应,计算表明,地震作用会对墩体底部产生很大的附加动弯矩

关 键 词:高墩渡槽  横向  地震反应

Analysis of transverse seismic responses of large scale tall pier aqueduct
Abstract:A tall pier aqueduct is simplified as a coupled system of tall pier and rectangular tank. The motion equations of the coupled system are derived by linear potential flow theory and Hamilton's principle.Laplace transform method and its numerical inversion technique are applied to analyze the transverse earthquake responses of the coupled system.The numerical results show that a great dynamic moment may be produced at pier bottom by seismic action.
Keywords:tall pier aqueduct  transverse  seismic responses  
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