丹江口大坝强震测点布局方法与监测资料分析
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摘要
大坝强震监测系统主要监测大坝附近及库区周边发生较强地震事件时,不同坝段在地震过程中的反应特性,分析地震事件对大坝结构所造成的影响。为全面监测丹江口水库大坝加高后,蓄水可能诱发的水库地震对大坝造成的影响,根据大坝的结构情况,介绍了丹江口大坝强震测点的布局依据、方法、规模及所采用的技术措施,并对监测资料的分析处理技术进行了重点阐述。
A strong earthquake monitoring system for dam is designed to monitor response characteristics of different dam monoliths during a strong earthquake in dam surrounding area and analyzes the earthquake impact on the dam structure. In order to monitor the influence of possible earthquake induced by the water impoundment after the heightening works of Danjiangkou,the monitoring work was conducted according to the dam structures. This paper introduces the arrangement basis,method,scale of the strong earthquake monitoring points and the adopted technological measures,and the analysis and treatment technology of the monitoring data is demonstrated.
引文
[1]刘素梅,徐礼华.基于丹江口库孔隙水压力计算的水库诱发地震机理研究[J].建筑与环境工程,2012,22(12).
    [2]蔡耀军,罗小杰.汉江丹江口大坝加高后水库环境地质问题预测[J].人民长江,2007,(9).
    [3]郭永刚,王卫东.大坝强震监测安全预警与决策支持系统研究[J].科技导报,2006,(8).
    [4]刘文清,陈利峰,刘华清,等.大坝强震资料分析与探讨[J].大坝与安全,2009,(4).
    [5]徐宏林,谢礼立.强震记录处理方法的分析与改进[J].地震工程与工程振动,1989,(2).

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