摘要
本文采用钢筋混凝土非线性有限元法对柘溪水电站引水隧洞钢筋混凝土衬砌结构进行了全面计算，分析了衬砌开裂的原因。
By using nonlinear finite element method of reinforced concrete,the paper carries on a thorough calculation for reinforced concrete lining structure of diversion tunnel at Zhexi Hydroelectric Plant,analyses the cracking causes,estimates the lining strength and presents the relative suggestions.
出处
《水电站设计》
1996年第2期13-18,共6页
Design of Hydroelectric Power Station
关键词
水电站
引水隧洞
钢筋混凝土
衬砌
裂缝
安全
finite element method,diversion tunnel,lining,cracking,Zhexi Hydroelectric Plant.
