摘要
结合云南硕多岗河吊江岩水电站闸坝枢纽工程,运用大型有限元软件ANSYS,对泄洪闸段和地基进行三维有限元静、动力分析。计算结果表明,各工况下泄洪闸段的地基承载力及抗滑稳定均满足设计要求。
The paper used the large scale finite element software ANSYS to make a three - dimensional finite element static and dynamic analysis of the discharging sluice and its foundation for the discharging sluice complex works of the Diaojiangyan hydropower project on the Shuoduogang river. The calculation results show that both foundation bearing capacity and stability against sliding of the discharging sluice under various working conditions meet the design requirements.
出处
《云南水力发电》
2010年第2期32-34,共3页
Yunnan Water Power
关键词
泄洪闸
三维有限元
应力分析
抗滑稳定分析
flood discharging sluice
3D- finite element
stress analysis
anti - slide stability analysis
