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| 某水电站闸坝段稳定分析 | |
| 引用本文： | 张勇,吴谨,朱胜兰. 某水电站闸坝段稳定分析[J]. 低温建筑技术, 2012, 34(1): 12-14 |
| 作者姓名： | 张勇 吴谨 朱胜兰 |
| 作者单位： | 1. 贵州大学,贵阳,550003 2. 贵州省交通科学研究院有限责任公司,贵阳,550003 3. 昆明理工大学,昆明,650000 |
| 摘 要： | 在正常蓄水位和正常蓄水位加地震作用这两种工况下,采用有限元分析软件ANSYS对表孔预应力闸墩进行了空间线弹性有限元计算分析,了解闸墩的整体位移及应力情况以及泄洪闸闸墩、支臂牛腿位移及应力情况,最终保证结构在使用过程中的安全性。 |
| 关 键 词： | 水电站 三维有限元分析 稳定性 |
STABILITY ANALYSIS OF DAM REGION OF A HYDROPOWER STATION |
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| ZHANG Yong , WU Jin , ZHU Sheng-lan. STABILITY ANALYSIS OF DAM REGION OF A HYDROPOWER STATION[J]. Low Temperature Architecture Technology, 2012, 34(1): 12-14 | |
| Authors: | ZHANG Yong WU Jin ZHU Sheng-lan |
| Affiliation: | 1. Guizhou University, Guiyang 550003, China; 2. Guizhou Traffic Science Research Institute Limited Liability Company, Guiyang 550003, China ; 3. Kunming University of Science and Technology, Kunming 650000, China) |
| Abstract: | At the two conditions below：one is at normal storage level,the other is at normal storage level plus the earthquake action, this paper calculate and analyse the space linear elastic finite element of surface hole prestressed concrete floodgate pillar using ANSYS. Understand the Whole displacement and stress conditions of the pillar, the sluice gate pie and the arms bracketr. Finally to guarantee the structure safety when be used. |
| Keywords: | hydropower station 3D finite-element analysis stability |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |