水力发电学报
            首 页   |   期刊介绍   |   编委会   |   投稿须知   |   下载中心   |   联系我们   |   学术规范   |   编辑部公告   |   English

水力发电学报 ›› 2022, Vol. 41 ›› Issue (12): 50-58.doi: 10.11660/slfdxb.20221206

• • 上一篇    下一篇

谷幅收缩与库水对溪洛渡动力响应的影响

  

  • 出版日期:2022-12-25 发布日期:2022-12-25

Effects of canyon contraction and reservoir stage on Xiluodu arch dam dynamic response

  • Online:2022-12-25 Published:2022-12-25

摘要: 溪洛渡水电站位于地震多发的西南地区,对其进行抗震分析评价具有重要的意义。本文采用拱坝-库水-地基系统非线性损伤分析模型,分析了不同库水位条件下谷幅收缩对溪洛渡拱坝的动力响应的影响。结果表明:库岸谷幅收缩会增大拱坝坝肩处、大坝中部靠近坝肩处及孔口附近的塑性损伤,而水位的抬升能缓解谷幅收缩的不利影响。

关键词: 溪洛渡拱坝, 库水位, 谷幅收缩, 抗震分析

Abstract: The Xiluodu arch dam is located in the earthquake-prone southwest region, and its seismic analysis and evaluation is of great significance. In this work, a nonlinear damage analysis model of the arch dam-reservoir water-foundation system is used to analyze the influence of canyon contraction on the dynamic response of this dam under different reservoir stages. The results show that the deformation will aggravate plastic damage to the dam at its abutment and in its middle part near the abutment and the orifices, while a high reservoir stage can alleviate the adverse effect of canyon contraction.

Key words: Xiluodu arch dam, reservoir level, canyon contraction, seismic analysis

京ICP备13015787号-3
版权所有 © 2013《水力发电学报》编辑部
编辑部地址:中国北京清华大学水电工程系 邮政编码:100084 电话:010-62783813
本系统由北京玛格泰克科技发展有限公司设计开发  技术支持:support@magtech.com.cn