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.
出处
《武汉水利电力大学学报》
CSCD
1993年第5期502-509,共8页
Engineering Journal of Wuhan University
关键词
柔度法
斜拉渡槽
变位协调方程
flexibility method
cable-stayed aqueduct
equation of deflection compatibility
