地锚式带挂梁斜拉渡槽的静力分析  

Static Analysis of Earth Anchored Cable-stayed Aqueduct with a Hang Beam

作　　者：凌均忆[1] 李建民[1] 

机构地区：[1]湖南省水利厅,武汉水利电力大学水利工程系

出　　处：《武汉水利电力大学学报》1995年第6期600-606,共7页Engineering Journal of Wuhan University

摘　　要：根据柔度法原理及地锚式带挂梁斜拉渡槽的特点，建立变位协调方程，用以分析地锚式双塔支承体系带挂梁斜拉渡槽的内力与变位．According to the theory of flexibility method and the characteristic of earth anchored cable-stayed squeduct with a hang beam, the equation of deformation compatibility is established.This equation can be used for analyzing internal force and deflection of earth anchored two tower cable-stayed aqueduct with the hang beam of a supporting system.

关 键 词：斜拉渡槽 地锚式 柔度法 静力分析 

分 类 号：TV672.3[水利工程—水利水电工程]