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Impacts of Epistemic Uncertainty in Operational Modal Analysis

机译:认知不确定性对操作模态分析的影响

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摘要

Field experimentation on constructed systems demands consideration of many mechanisms of epistemic and aleatory uncertainties as well as human errors and subjectivity. This is especially true in operational modal analysis (OMA) applications that aim to identify the dynamic properties of a structure. Although statistics and probability theory are sufficient for quantifying aleatory uncertainty and bounding the resulting errors in OMA results, there is much debate as to whether the same tools may also be used to quantify epistemic uncertainty. This study explored a framework for better understanding the distinctions and impacts of these two types of uncertainties in OMA and how human errors and subjectivity may be classified. A physical laboratory model was designed to simulate four key sources of epistemic uncertainty that represented the primary test variables: structural complexity (changing boundary conditions, nonlinearity), ambient excitation characteristics (magnitude, directionality, and bandwidth), preprocessing approaches, and modal parameter identification algorithms. The experimental program employed these variables within a full-factorial design and was carried out independently by two experts. To quantify the impacts of epistemic uncertainty, an error function termed the uncertainty evaluation index (UEI) was formulated based on comparing the uniform load surfaces derived from OMA (using pseudomodal flexibility) and the ground truth flexibility obtained from both forced vibration and static testing. The advantage of the UEI is that it provides a physically meaningful approach to distinguish the importance of capturing various modes based on their contribution to the flexibility of the structure. The results demonstrated that proven and accepted data preprocessing techniques and modal parameter identification algorithms can significantly bias OMA results when used in certain combinations under different structural and excitation conditions. Although caution must be used when generalizing the results of this study, they do indicate that epistemic (or bias) uncertainty can be far more significant that aleatory (or random) uncertainty in the case of OMA.
机译:对构建系统的现场实验需要考虑多种认识和不确定性机制以及人为错误和主观性。在旨在识别结构动态特性的操作模态分析(OMA)应用程序中尤其如此。尽管统计和概率理论足以量化偶然不确定性并限制OMA结果中的误差,但是对于是否也可以使用相同的工具来量化认知不确定性仍存在很多争议。这项研究探索了一个框架,以更好地理解OMA中这两类不确定性的区别和影响,以及如何对人为错误和主观性进行分类。设计了一个物理实验室模型来模拟代表主要测试变量的四个认识不确定性的主要来源:结构复杂性(不断变化的边界条件,非线性),环境激发特性(幅度,方向性和带宽),预处理方法和模态参数识别算法。实验程序在全因子设计中采用了这些变量,并由两名专家独立执行。为了量化认知不确定性的影响,在比较源自OMA(使用伪模态柔韧性)的均匀载荷面和通过强制振动和静态测试获得的地面真实柔韧性的基础上,制定了一个称为不确定性评估指数(UEI)的误差函数。 UEI的优势在于,它提供了一种物理上有意义的方法,可根据它们对结构灵活性的贡献来区分捕获各种模式的重要性。结果表明,当在不同的结构和激发条件下以某些组合使用时,经过验证和接受的数据预处理技术和模态参数识别算法可以显着偏向OMA结果。尽管在概括本研究结果时必须谨慎,但它们确实表明,在OMA中,认知(或偏见)不确定性比偶然(或随机)不确定性要重要得多。

著录项

  • 来源
    《Engineering Mechanics》 |2012年第9期|1059-1070|共12页
  • 作者单位

    1RD Manager L. B. Foster Company Pittsburgh PA 15220;

    formerly Ph.D. Student Drexel Intelligent Infrastructure Institute Drexel Univ. Philadelphia PA 19104.2Associate Professor College of Civil Engineering Hunan Univ. Changsha Hunan 410082 P.R. China;

    formerly Postdoctoral Research Engineer Drexel Intelligent Infrastructure Institute Drexel Univ. Philadelphia PA 19104 (corresponding author). E-mail: zhouyun05@gmail.com3Associate Professor Drexel Intelligent Infrastructure Institute Drexel Univ. Philadelphia PA 19104. E-mail: FLM72@drexel.edu4John Roebling Professor and Director Drexel Intelligent Infrastructure Institute Drexel Univ. Philadelphia PA 19104. E-mail: aaktan@drexel.edu;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Epistemic uncertainty, Operational modal analysis, Modal flexibility, Modal parameter identification;

    机译:认知不确定性;操作模态分析;模态灵活性;模态参数识别;

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