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强地震作用下混凝土重力坝抗震安全评价

丁柱 张立翔 段其品 王旭东

水力发电2017,Vol.43Issue(3):44-48,5.
水力发电2017,Vol.43Issue(3):44-48,5.

强地震作用下混凝土重力坝抗震安全评价

Seismic Safety Analysis of Gravity Dam under High Earthquake Intensity

丁柱 1张立翔 1段其品 1王旭东1

作者信息

  • 1. 昆明理工大学建筑工程学院,云南 昆明650500
  • 折叠

摘要

Abstract

The stability and safety of gravity dam under strong earthquake is analyzed by using new ground motion parameters.The response spectrum method and time history analysis method are used to calculate the seismic dynamic response of structures respectively.The natural vibration characteristics are analyzed,the weak parts of structure are determined,and then effective seismic strengthening measures are put forward.The evaluation results show that there are small ranges of damage near dam heel and toe and the break slope,and the yield region passing through upstream and downstream is not formed.The safety performance of concrete gravity dam meets the requirements of new seismic parameters.The structure design of dam is reasonable and the dam can withstand high-intensity earthquake.

关键词

混凝土重力坝/反应谱法/时程分析法/抗震安全评价

Key words

concrete gravity dam/response spectrum method/time history analysis method/seismic safety evaluation

分类

建筑与水利

引用本文复制引用

丁柱,张立翔,段其品,王旭东..强地震作用下混凝土重力坝抗震安全评价[J].水力发电,2017,43(3):44-48,5.

基金项目

国家自然科学基金资助项目(51279071) (51279071)

教育部博士点基金(优先)资助项目(20135314130002) (优先)

水力发电

OA北大核心CSTPCD

0559-9342

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