论文标题

基于车辆振动的桥梁健康监测的损伤敏感和域不变特征提取

Damage-sensitive and domain-invariant feature extraction for vehicle-vibration-based bridge health monitoring

论文作者

Liu, Jingxiao, Chen, Bingqing, Chen, Siheng, Berges, Mario, Bielak, Jacobo, Noh, HaeYoung

论文摘要

我们引入了一种物理引导的信号处理方法,以从跨桥上行驶以评估桥梁健康的车辆的加速响应数据中提取损伤敏感和域的不变(DS&DI)功能。已经研究了由间接传感方法的好处,例如基于车辆振动的桥梁健康监测,例如实时监测桥梁,以实时监测基于车辆的桥梁健康监测。然而,应用这种方法是具有挑战性的,因为1)手动提取的基于物理的功能通常不是损伤敏感的,而2)机器学习技术的特征通常不适用于不同的桥梁。因此,我们制定了车辆桥梁相互作用系统模型,并找到物理引导的DS&DI功能,该功能可以使用Synchrosqueezed小波变换来提取,该小波变换代表非平稳信号作为固有模式型组件。我们通过模拟实验验证了所提出的特征的有效性。与常规的时间和频域特征相比,我们的功能在六个实验中的五个中提供了最佳的损害定量和跨桥的定位结果。

We introduce a physics-guided signal processing approach to extract a damage-sensitive and domain-invariant (DS & DI) feature from acceleration response data of a vehicle traveling over a bridge to assess bridge health. Motivated by indirect sensing methods' benefits, such as low-cost and low-maintenance, vehicle-vibration-based bridge health monitoring has been studied to efficiently monitor bridges in real-time. Yet applying this approach is challenging because 1) physics-based features extracted manually are generally not damage-sensitive, and 2) features from machine learning techniques are often not applicable to different bridges. Thus, we formulate a vehicle bridge interaction system model and find a physics-guided DS & DI feature, which can be extracted using the synchrosqueezed wavelet transform representing non-stationary signals as intrinsic-mode-type components. We validate the effectiveness of the proposed feature with simulated experiments. Compared to conventional time- and frequency-domain features, our feature provides the best damage quantification and localization results across different bridges in five of six experiments.

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