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Structural damage detection using signal-based pattern recognition.

机译:使用基于信号的模式识别进行结构损伤检测。

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摘要

Civil structures are susceptible to damages over their service lives due to aging, environmental loading, fatigue and excessive response. Such deterioration significantly affects the performance and safety of structure. Therefore, it is necessary to monitor the structural performance, detect and assess damages at the earliest possible stage in order to reduce the lifecycle cost of structure and improve its reliability. Over the last two decades, extensive research has been conducted on structural health monitoring and damage detection.;In this study, a signal-based pattern-recognition method was applied to detect structural damages with a single or limited number of input/output signals. This method is based on the extraction of sensitive features of the structural response under a known excitation that present a unique pattern for any particular damage scenario. Frequency-based features and time-frequency-based features of the acceleration response were extracted from the measured vibration signals by Fast Fourier Transform (FFT) and Continuous Wavelet Transform (CWT) to form one-dimensional or two-dimensional patterns, respectively. Three pattern recognition algorithms were investigated when performing pattern-matching: (1) correlation, (2) least square distance, and (3) Cosh spectral distance.;To demonstrate the validity and accuracy of the method, numerical and experimental studies were conducted on a simple small-scale three-story steel building. In addition, the efficiency of the features extracted by Wavelet Packet Transform (WPT) was examined in the experimental study. The results show that the features of the signal for different damage scenarios can be uniquely identified by these transformations. Suitable correlation algorithm can then be used to identify the most probable damage scenario. The proposed method is suitable for structural health monitoring, especially for the online monitoring applications. Meanwhile, the choice of wavelet function affects the resolution of the detection process and is discussed in the "experimental study part" of this report.
机译:土木结构会因老化,环境负荷,疲劳和过度反应而在使用寿命中受损。这种劣化会严重影响结构的性能和安全性。因此,有必要在尽可能早的阶段监测结构性能,检测和评估损伤,以减少结构的生命周期成本并提高其可靠性。在过去的二十年中,对结构健康状况的监测和损伤检测进行了广泛的研究。在这项研究中,基于信号的模式识别方法被用于检测具有单个或数量有限的输入/输出信号的结构损伤。该方法基于在已知激励下提取结构响应的敏感特征的方法,该方法为任何特定的损坏情况提供了独特的模式。通过快速傅立叶变换(FFT)和连续小波变换(CWT)从测得的振动信号中提取加速度响应的基于频率特征和基于时频特征,分别形成一维或二维模式。在进行模式匹配时,研究了三种模式识别算法:(1)相关性,(2)最小二乘距离和(3)Cosh谱距离。为了证明该方法的有效性和准确性,在数值上和实验上进行了研究。简单的小型三层钢结构建筑。此外,在实验研究中检查了通过小波包变换(WPT)提取的特征的效率。结果表明,通过这些变换可以唯一地标识出针对不同损坏情况的信号特征。然后可以使用合适的相关算法来识别最可能的损坏情况。该方法适用于结构健康监测,尤其是在线监测应用。同时,小波函数的选择会影响检测过程的分辨率,并在本报告的“实验研究部分”中进行了讨论。

著录项

  • 作者

    Qiao, Long.;

  • 作者单位

    Kansas State University.;

  • 授予单位 Kansas State University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2009
  • 页码 228 p.
  • 总页数 228
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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