| 某电站水工隧洞地震响应的动力分析 |
| |
| 引用本文： | 张立杰,武亮,姚激.某电站水工隧洞地震响应的动力分析[J].科学技术与工程,2009,9(16). |
| |
| 作者姓名： | 张立杰 武亮 姚激 |
| |
| 作者单位： | 昆明理工大学电力工程学院,昆明,650051 |
| |
| 摘 要： | 采用大型商业有限元软件ANSYS对云南某电站的水工隧洞地震响应进行了数值模拟.通过分别从X方向与Y方向输入地震激励,发现X方向的激励对隧洞的影响较大,隧洞衬砌的最大位移发生在隧洞中段拱顶区,得出的结果对实际工程有一定的指导意义.
|
| 关 键 词： | 水工隧洞 模态分析 振型分解反应谱法 |
Analysis of Seismic Dynamic Response to A Tunnel of Hydroelectric Station |
| |
| ZHANG Li-jie,WU Liang,YAO Ji.Analysis of Seismic Dynamic Response to A Tunnel of Hydroelectric Station[J].Science Technology and Engineering,2009,9(16). |
| |
| Authors: | ZHANG Li-jie WU Liang YAO Ji |
| |
| Institution: | Faculty of Electric Power Engineering;Kunming University of Science and Technolgy;Kunming 650051;P.R.China |
| |
| Abstract: | The seismic dynamic response to a tunnel of hydroelectric station in Yunnan province is analyzed by ANSYS finite-element software.The results that the effect of X direction is more powerful than Y direction,and the biggest displacement of tunnel lining occurs on the middle top of the tunnel,is found by inputting seismic stimulation from X and Y direction.The conclusion is meaningful to the actual projects. |
| |
| Keywords: | tunnel of hydroelectric station modal anslysis mode superposition response spectrum method |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
