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On time-frequency analysis for structural damage detection .

机译:关于结构损伤检测的时频分析。

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摘要

An integrated study that explores the capability of Time-Frequency Analysis combined with another technique of signal analysis and system identification for damage detection purposes using only output signals is presented in this work.;The necessary background theory of Time-Frequency Analysis is presented, some definitions of damage and general approach employed in this research is given. The problems associated with the selection of a best-performance Time-Frequency Representation (TFR) for structural damage detection in civil engineering structures are discussed and a new multicriteria measure for an objective and user-independent selection of Time-Frequency Representation is developed. An evaluation of the proposed multicriteria method to select a TFR from several Linear and Quadratic TFRs is shown using synthetic ambient vibration signals and real strong motion records.;A new methodology for system identification and damage detection using output data from Ambient Vibration records is developed. This methodology is based on direct application of a proposed Mean Time-Frequency Representation (MTFR) and the Frequency Domain Decomposition (FDD), this last technique was developed by Brincker et. al. [124]. The methodology proposed in this work has been tested using synthetic and real ambient vibration signals. Several real case studies using ambient vibration data from structures are shown.;The damage detection using Time-Frequency Representations of output records of strong events are addressed, in this regard a new algorithm for instantaneous frequency tracking from TFR maps is proposed and a mathematical expression to link instantaneous frequency changes with damping and structural stiffness loss is also developed. The expression and algorithms have been tested for damage analysis of non-linear SDOF and MDOF using numerical data.;A Graphical User Interface (GUI) program named "Time-Frequency Damage Detection Program - TFDDP" has been developed using MatLab RTM[125] language; the developed algorithm has been published as a GNU -- Licensed Open File, and can be downloaded from the Puerto Rico Strong Motion Program web page at the internet site: http://prsmp.uprm.edu/ or contacting to author of this research on the e-mail: leocano-s hotmail.com
机译:这项综合研究探讨了时频分析的能力,并结合了仅使用输出信号进行损伤检测的另一种信号分析和系统识别技术,该工作进行了研究。;提出了时频分析的必要背景理论,其中一些给出了损害的定义和本研究中采用的一般方法。讨论了与在土木工程结构中用于结构损伤检测的最佳性能时频表示(TFR)的选择有关的问题,并开发了一种新的多准则度量,用于客观和用户无关的时频表示选择。使用合成的环境振动信号和真实的强运动记录,对从多个线性和二次TFR中选择一个TFR的多准则方法进行了评估,该方法得到了证明。通过使用环境振动记录的输出数据,开发了一种用于系统识别和损伤检测的新方法。这种方法是基于直接应用建议的平均时频表示(MTFR)和频域分解(FDD)的方法,最后一种技术是由Brincker等人开发的。等[124]。这项工作中提出的方法已使用合成和实际环境振动信号进行了测试。展示了使用结构的环境振动数据进行的几个实际案例研究;解决了使用强事件输出记录的时频表示进行损坏检测的问题,为此提出了一种从TFR映射进行瞬时频率跟踪的新算法并给出了数学表达式从而将瞬时频率变化与阻尼和结构刚度损失联系起来。使用数值数据对非线性SDOF和MDOF的损伤分析进行了测试,并测试了该表达式和算法。;使用MatLab RTM开发了名为“时频损伤检测程序-TFDDP”的图形用户界面(GUI)程序[125]。语言;该开发的算法已作为GNU许可开放文件发布,可以从互联网上的波多黎各强运动计划网页下载:http://prsmp.uprm.edu/或与本研究的作者联系在电子邮件上:leocano-s hotmail.com

著录项

  • 作者

    Cano Saldana, Leonardo.;

  • 作者单位

    University of Puerto Rico, Mayaguez (Puerto Rico).;

  • 授予单位 University of Puerto Rico, Mayaguez (Puerto Rico).;
  • 学科 Engineering Civil.;Engineering Electronics and Electrical.
  • 学位 Ph.D.
  • 年度 2009
  • 页码 329 p.
  • 总页数 329
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;无线电电子学、电信技术;
  • 关键词

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