用柔度法对地锚式斜拉渡槽的静力进行分析  

Static Analysis of Earth Anchored Cable-stayed Aqueduct with Flexibility Method

作　　者：凌均忆[1] 李建民 

机构地区：[1]武汉水利电力大学水利工程系 [2]湖南水利高等专科学校,410010

出　　处：《武汉水利电力大学学报》1993年第5期502-509,共8页Engineering Journal of Wuhan University

摘　　要：根据柔度法原理及地锚式斜拉渡槽的特点,建立变位协调方程,用以分析地锚式双塔悬浮体系斜拉输水结构的静力与变位。According to the theory of flexibility method and the characteristic of earth anchored Cablestayed aqueduct, the equation of deflection compatibility is established in this paper. This equation is used to analyse static and deflection for earth anchored cable-stayed conveyance structure of two-tower suspension system.

关 键 词：柔度法 斜拉渡槽 变位协调方程 

分 类 号：TV31[水利工程—水工结构工程]