基于HHT的输电塔结构损伤识别
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
基于HHT在分辨率和客观性方面的优势,提出一种新的输电塔结构损伤识别方法,在sap2000中建立模型,采用白噪声为激励信号,在主材上布置若干监测点进行信号的接收,应用经验模态分解法(EMD)分解输电塔在相同位置下发生损伤前后的响应信号,得到响应信号的各阶本征模态函数,再采用波形因数量化结构响应信号的各阶固有模态函数。通过对比结构损伤前后响应信号本征模态函数的波形因数,即可直观地判断结构有无损伤。
Based on the advantages of resolution and objectivity for HHT,a new approach is presented to detect damage of transmission tower structure.Models are established in sap2000 and white noise is adopted as excitation signal.A number of monitoring points are arranged on the primary steels to receive signal.And the empirical mode decomposition(EMD) is used to decompose response signal that has occurred in the same position on transmission tower before and after damage.Then the response signal of various intrinsic mode functions is obtained.Finally,the form factor is used to quantize analysis the response signal of the structure of intrinsic mode functions.Thus,it can judge the structure damage intuitively by contrasting inform factor of intrinsic mode function of response signal that the structure is damaged before and after.
引文
[1]瞿伟廉,黄东梅.高耸塔架结构节点损伤基于神经网络的两步诊断法[J].地震工程与工程振动,2003,23(2):143-149.
    [2]楼文娟,林宝龙.基于小波变换的大型输电铁塔损伤位置识别[J].工程力学,2006,23(S1):157-162,168.
    [3]黄海斌.基于[ΔK]的塔—线结构损伤识别方法[J].工业建筑,2009,39(S1):566-568,602.
    [4]Huang N E,Zheng S,Long S R,et al.The EmpiricalMode Decomposition and Hilbert Spectrumfor Non-linear and Non-stationary Ti me Series Analysis[J].Proceedings of the Royal Society of London:SeriesA,1998,454:903-995.
    [5]李书进,虞晖,瞿伟廉.基于Hilbert-Huang变换的结构损伤诊断[J].武汉理工大学学报,2004,26(8):44-47.
    [6]Yang J N,Lei Y,Pan S W,et al.SystemIdentifica-tion of Linear Structures Based on Hilbert-HuangSpectral Analysis.Part 1:Normal Modes[J].Earth-quake Engineering and Structural Dynamics,2003,32(9):1 443-1 467.
    [7]Yang J N,Lei Y,Pan S W,et al.SystemIdentifi-cation of Linear Structures Based on Hilbert-HuangSpectral Analysis.Part 2:Complex Modes[J].Earthquak Engineering and Structural Dynamics,2003,32:1 533-1 554.
    [8]Yang J N,Lei Y,Lin S,et al.Hilbert-Huang BasedApproach for Structural Damage Detection[J].Jour-nal of Engineering Mechanics,2004,130(1):85-95.
    [9]赵进平.异常事件对EMD方法的影响及其解决方法研究[J].青岛海洋大学学报,2001,31(6):805-814.
    [10]杨智春,于哲峰,孙浩.一种基于经验模态分解的结构微小损伤检测方法[J].西北工业大学学报,2005,23(4):422-425.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心