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简支梁连续桥面板下部结构的水平力分配计算
引用本文:刘江波,江军,丁宪浩.简支梁连续桥面板下部结构的水平力分配计算[J].城市道桥与防洪,2008(3):37-40.
作者姓名:刘江波  江军  丁宪浩
作者单位:上海城西城建工程勘测设计院,上海市,201100;上海城西城建工程勘测设计院,上海市,201100;上海城西城建工程勘测设计院,上海市,201100
摘    要:简支粱连续桥面板在垂直荷载作用下是简支体系,在水平荷载作用下则为连续体系。该文探讨连续体系的理论及其水平力对墩台的影响,对不同的墩台刚度,采用各种支座形式,进行计算。

关 键 词:简支粱  连续体系  墩台  支座
文章编号:1009-7716(2008)03-0037-04
修稿时间:2007年11月26

Calculation of Horizontal Force Distribution of Substructure under Simple-supported Beam Continuous Deck Slab
Liu Jiangbo,Jiang Jun,Ding Xianhao.Calculation of Horizontal Force Distribution of Substructure under Simple-supported Beam Continuous Deck Slab[J].Urban Roads Bridges & Flood Control,2008(3):37-40.
Authors:Liu Jiangbo  Jiang Jun  Ding Xianhao
Abstract:The simple-supported beam continuous deck slab is the simple-supported system under the action of vertical loading, but is the continuous system under the action of horizontal loading. The article discusses the theory of the continuous system and its influence of horizontal force on the pier table, and carries out the calculation for the different rigidities of the pier tables by using various support types.
Keywords:simple-supported beam  continuous system  pier table  support  
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