| 柘溪水电站引水隧洞钢筋混凝土衬砌结构的可靠性分析 |
| |
| 引用本文： | 刘幸,王蕴,高睿,方梅.柘溪水电站引水隧洞钢筋混凝土衬砌结构的可靠性分析[J].水电站设计,2000,16(2):7-12. |
| |
| 作者姓名： | 刘幸 王蕴 高睿 方梅 |
| |
| 作者单位： | 武汉水利电力大学,湖北,武汉,430072 |
| |
| 摘 要： | 柘溪水电站引水隧洞钢筋混凝土衬砌出现开裂 ,本文采用钢筋混凝土非线性随机有限元方法对隧洞钢筋混凝土衬砌结构进行了计算 ,求出了相对应的可靠指标 ,并对结构的可靠性进行了分析。
|
| 关 键 词： | 水电站 引水隧洞 可靠性 钢筋混凝土衬砌结构 |
Reliability Analysis on Reinforced Concrete Lined Diversion Tunnels of Zhexi Hydroelectric Plant |
| |
| LIU Xing,WANG Yun,GAO Rui,FANG Mei.Reliability Analysis on Reinforced Concrete Lined Diversion Tunnels of Zhexi Hydroelectric Plant[J].Design of Hydroelectric Power Station,2000,16(2):7-12. |
| |
| Authors: | LIU Xing WANG Yun GAO Rui FANG Mei |
| |
| Abstract: | The cracking appears in reinforced concrete lined diversions tunnel of Zhexi Hydroelectric Plant.With the view of finding out crack forming cause and estimating load capacity of reinforced concrete structure,the nonlinear finite element method is used for estimating,the corresponding indices obtained and the structure reliability analysed. |
| |
| Keywords: | hydropower station diversion tunnel steel reinforced concrecte crack finite element method lining reliability analysis Zhexi Hydroelectric Plant |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
