节点文献

泄洪激励下高拱坝损伤识别的互熵矩阵曲率法

DAMAGE DETECTION OF HIGH ARCH DAM UNDER FLOW-INDUCED VIBRATION BASED ON CROSS-ENTROPY CURVATURE MATRIX

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 孙万泉

【Author】 SUN Wan-quan1,2 (1.Department of Hydraulic Engineering,The New and Renewable Energy of Beijing Key Laboratory,North China Electric Power University,Beijing 102206,China; 2.State Key Laboratory of Hydroscience and Engineering,Tsinghua University,Beijing 100084,China)

【机构】 华北电力大学水利水电工程系新能源与可再生能源北京市重点实验室清华大学水沙科学与水利水电工程国家重点实验室国家重点实验室

【摘要】 提出一种基于泄洪激励下动响应能量进行高拱坝损伤识别的互熵矩阵曲率法,即利用拱坝损伤前后的相对响应熵矩阵,分别对其列、行进行差分求得互熵曲率矩阵,并以其对角元素作为检测拱坝结构损伤指标的新方法。该方法仅需拱坝的环境激励响应信号,不论对其单一损伤、轻微损伤,还是多种损伤,均能够定位损伤和定性反映损伤程度。通过数值模拟分析,验证了该方法检测拱坝损伤的有效性。

【Abstract】 The concept of energy cross-entropy curvature matrix is proposed based on the structural vibration response,and it is used as a new index for arch dam damage detection under flow-induced vibration.The index is obtained with the structural vibration energy cross-entropy calculated twice before and after damage occurs by means of difference calculation,firstly to columns,and then to rows.Then the new indicator is constructed through principal diagonal elements based on the curvature difference matrix in energy cross-entropy.Numerical simulation examples indicate that the damage location and severity in structures,with single damage,multiple ones and lighter ones,can be detected efficiently through only the ambient excitation of arch dam.The results confirm the effectiveness of the proposed method.

【基金】 中央高校基本科研业务费专项资金项目(10MG33);河海大学水文水资源与水利工程科学国家重点实验室开放研究基金项目(2009491011);清华大学水沙科学与水利水电工程国家重点实验室开放研究基金课题项目(sklhse-2010-C-01)
  • 【文献出处】 工程力学 ,Engineering Mechanics , 编辑部邮箱 ,2012年09期
  • 【分类号】TV642.4
  • 【被引频次】2
  • 【下载频次】166
节点文献中: 

本文链接的文献网络图示:

本文的引文网络