摘要
采用钢筋混凝土非线性有限元方法 ,对三峡水电站钢衬钢筋混凝土压力管道结构进行了计算 ,求得了各种钢材配置下的荷载效应并进行了相应的分析。
By applying non-linear finite element method for reinforced concrete,the steel-lined reinforced concrete penstock structure of Three Gorges Hydroelectrical Plant is calculated,the loading effect under different steel disposition obtained and the corresponding analysis conducted.
出处
《水电站设计》
2001年第1期9-11,8,共4页
Design of Hydroelectric Power Station
关键词
压力水道
背管
结构计算
三峡水电站
钢筋混凝土
steel lining
steel reinforced concrete
penstock
structune calculation
stress-strain relationship
FEM
Three Gorges Hydroelectric Plant
