Gross outlier removal and fault data recovery for SHM data of dynamic responses by an annihilating filter‐based Hankel‐structured robust PCA method

Si Chen, You-Wu Wang, Y. Ni
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引用次数: 1

Abstract

In daily monitoring of structures instrumented with long‐term structural health monitoring (SHM) systems, the acquired data is often corrupted with gross outliers due to hardware imperfection and/or electromagnetic interference. These unexpected spikes in data are not unusual and their existence may greatly influence the results of structural health evaluation and lead to false alarms. Hence, there is a high demand for executing data cleaning and data recovery, especially in harsh monitoring environment. In this paper, we propose a robust gross outlier removal method, termed Hankel‐structured robust principal component analysis (HRPCA), to remove gross outliers in the monitoring data of structural dynamic responses. Different from the deep‐learning‐based approaches that possess only outlier identification or anomaly classification ability, HRPCA is a rapid and integrated methodology for data cleaning, which enables outlier detection, outlier identification, and recovery of fault data. It capitalizes on the fundamental duality between the sparsity of the signal and the rank of the structured matrix. Using annihilating filter‐based fundamental duality, structural responses could be modeled as lying in a low‐dimensional subspace with additional Hankel structure; thus, the gross outliers could be represented as a sparse component. Then the outlier removal issue turns into a matrix factorization problem, which could be successfully solved by robust principal component analysis (RPCA). To validate the denoising capability of HRPCA, a laboratory experiment is first conducted on a five‐story building model where the reference clean signal is aware. Then real‐world monitoring data with varying degrees of outliers (e.g., single outlier, multiple outliers, and periodic outliers) collected from a cable‐stayed bridge and a high‐rise structure is used to further illustrate the efficiency of the proposed approach.
基于湮灭滤波的Hankel结构鲁棒主成分分析方法对动态响应SHM数据的粗异常值去除和故障数据恢复
在使用长期结构健康监测(SHM)系统对结构进行日常监测时,由于硬件缺陷和/或电磁干扰,所获得的数据经常受到严重异常值的破坏。这些意外的数据峰值并不罕见,它们的存在可能会极大地影响结构健康评估的结果并导致误报。因此,对执行数据清理和数据恢复有很高的要求,特别是在恶劣的监控环境中。在本文中,我们提出了一种鲁棒的总异常值去除方法,称为汉克尔结构鲁棒主成分分析(HRPCA),以去除结构动力响应监测数据中的总异常值。与基于深度学习的方法仅具有异常点识别或异常分类能力不同,HRPCA是一种快速集成的数据清洗方法,可以实现异常点检测、异常点识别和故障数据恢复。它利用了信号的稀疏性和结构化矩阵的秩之间的基本对偶性。利用基于湮灭滤波的基本对偶性,结构响应可以被建模为位于具有附加Hankel结构的低维子空间中;因此,粗异常值可以表示为稀疏分量。然后将异常值去除问题转化为矩阵分解问题,通过鲁棒主成分分析(RPCA)可以成功地解决该问题。为了验证HRPCA的去噪能力,首先在参考干净信号感知的五层建筑模型上进行了实验室实验。然后,从斜拉桥和高层结构中收集的具有不同程度异常值(例如,单个异常值,多个异常值和周期性异常值)的真实世界监测数据用于进一步说明所提出方法的效率。
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