用柔度法计算四塔斜拉输水结构  

Calculating Four-tower Cable-stayed Conveyance Structure with the Flexibili-ty Method

作　　者：凌均忆[1] 

机构地区：[1]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》1993年第3期285-292,共8页Engineering Journal of Wuhan University

摘　　要：根据结构力学柔度法原理,结合多塔斜拉结构的特点,建立变位协调方程,用以计算四塔悬浮体系斜拉输水结构的内力与变位。According to the theory of flexiblity method of structural mechanics and the characteristic of multi-tower cable-stayed structure,the equation of deformation compatibility is established. This equation can be used for calculating internal force and deflection of four-tower cable-stayed conveyance structure of a suspension system.

关 键 词：计算 柔度法 多塔斜拉结构 

分 类 号：TV31[水利工程—水工结构工程]