ISSN 1671-1092 CN 33-1260/TK

大坝与安全 ›› 2016 ›› Issue (6): 19-.

• 运行管理 • 上一篇    下一篇

基于易损性混凝土重力坝地震风险研究

郑鹏翔1,李晓燕2   

  1. 1.中国电建集团华东勘测设计研究院有限公司,浙江 杭州,311122;
    2.浙江省交通规划设计研究院,浙江 杭州,310006
  • 收稿日期:2016-09-26 出版日期:2016-12-08 发布日期:2016-12-08
  • 作者简介:郑鹏翔(1983- ),男,山东烟台人,工程师,从事水工结构设计工作。

Fragility-based seismic risk analysis for concrete gravity dams

ZHENG Peng-xiang and LI Xiao-yan   

  1. PowerChina Huadong Engineering Corporation
  • Received:2016-09-26 Online:2016-12-08 Published:2016-12-08

摘要: 混凝土重力坝地震风险分析是对坝址区在运行期内遭受某一概率水平地震作用的可能性及发生某种程度地震灾害和社会后果概率的研究论证。采用已给出的大坝地震破损等级评价标准,通过地震危险性分析和地震易损性分析计算,提出了大坝的地震风险评价模型,并据此给出了金安桥大坝不同震害等级的风险概率。这对于优化大坝的抗震设计及科学合理的维修加固决策具有十分重要的意义。

关键词: 混凝土重力坝, 地震风险, 地震危险性, 地震易损性

Abstract: Seismic risk analysis for concrete gravity dams is to discuss the possibility of the dam subjected to a certain level of earthquake in operation period, and the probability of certain earthquake disaster and social consequence during earthquake. The model of seismic risk assessment is founded combined with seismic damage evaluation criteria given by researchers, as well as seismic hazard and seismic fragility analysis. As an engineering application of the method, the risk probabilities of different seismic damage of Jin'anqiao dam are obtained. This research is helpful to optimize seismic design, reinforcement and maintenance measures.

Key words: concrete gravity dam, seismic risk, seismic hazard, seismic fragility