水力发电2011，Vol.37Issue(1)：26-28,3.
金安桥水电站大坝抗震分析和抗震措施设计
Seismic Analysis and Design for RCC Gravity Dam of Jin'anqiao Hydropower Station
邓良军 1李双宝 1吴余生1
作者信息
- 1. 中国水电顾问集团昆明勘测设计研究院,云南,昆明,650051
- 折叠
摘要
Abstract
The design seismic intensity for Jin＇anqiao RCC gravity dam is up to 9 degree, and the design peak value of horizontal acceleration in the rock base area is 0.399 g. The seismic analysis and design is a key engineering for Jin'anqiao Project. The comprehensive dynamic analyses are conducted to determine the weak zones in dam by numerical calculation method and model test. The results provide a guarantee to dam design.关键词
碾压混凝土坝/抗震研究/设防烈度/设计水平动加速度峰值/金安桥水电站分类
建筑与水利引用本文复制引用
邓良军,李双宝,吴余生..金安桥水电站大坝抗震分析和抗震措施设计[J].水力发电,2011,37(1):26-28,3.
