用柔度法计算悬浮体系斜拉输水结构  

Calculating the Cabl-Stayed Conveyance Structure of a Suspension System with Flexibility Method

作　　者：凌均忆[1] 

机构地区：[1]武汉水利电力学院水利工程系

出　　处：《武汉水利电力学院学报》1990年第4期13-22,共10页

摘　　要：本文根据柔度法原理建立变形协调方程,用以计算悬浮体系斜拉输水结构的内力与变位。According to the theory of flexibility method, the equation of deformation compatibility is established in this paper. This equation is uesd for calculating intenal force and deflection for the cable-stayed conveyance structure of a suspension system.

关 键 词：柔度法 悬浮体系 钭拉 输水结构 

分 类 号：TV31[水利工程—水工结构工程]