A novel unsupervised real‐time damage detection method for structural health monitoring using machine learning

Sheng Shi, D. Du, O. Mercan, Erol Kalkan, Shu-guang Wang
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引用次数: 5

Abstract

Real‐time structural damage detection is one of the main goals of establishing an effective structural health monitoring system. However, due to the lack of training data for possible damage patterns, supervised methods tend to be difficult for such applications. This article therefore proposes a novel unsupervised real‐time damage detection method using machine learning, which consists of a statistical modeling approach using neural networks and a decision‐making process using deep support vector domain description. To choose an optimal window length while extracting damage‐sensitive features, an iterative training strategy is proposed to remove redundant samples from an oversized window. The proposed method is then verified using a simulated dataset from the International Association for Structural Control–American Society of Civil Engineering benchmark and an experimental dataset from shake table tests. The results show that the mean alarm density can be used as an indicator of damage existence and damage levels for the single‐sensor approach. Higher performance of damage detection and lower performance of identifying damage levels are observed for the multi‐sensor approach when the rotational modes are amplified by asymmetric damage patterns. The results of mean false alarm density show that the presented method has a low probability of generating false alarms. The effectiveness of iterative pruning strategy is observed through the visualization of loss function and weights in the neural networks. Finally, the capability of real‐time execution of the proposed damage detection method is investigated and verified. As a result, trained with healthy data only, the proposed method is effective in detecting damage existence and damage levels.
一种基于机器学习的结构健康监测无监督实时损伤检测方法
实时的结构损伤检测是建立有效的结构健康监测系统的主要目标之一。然而,由于缺乏可能的损伤模式的训练数据,监督方法往往难以用于此类应用。因此,本文提出了一种使用机器学习的新型无监督实时损伤检测方法,该方法由使用神经网络的统计建模方法和使用深度支持向量域描述的决策过程组成。为了在提取损伤敏感特征的同时选择最佳窗口长度,提出了一种迭代训练策略,从超大窗口中去除冗余样本。然后使用国际结构控制协会-美国土木工程学会基准的模拟数据集和振动台测试的实验数据集验证了所提出的方法。结果表明,对于单传感器方法,平均报警密度可以作为损伤存在程度和损伤程度的指标。当旋转模态被非对称损伤模式放大时,多传感器方法具有更高的损伤检测性能和较低的损伤水平识别性能。平均虚警密度结果表明,该方法产生虚警的概率较低。通过神经网络中损失函数和权值的可视化来观察迭代剪枝策略的有效性。最后,对所提出的损伤检测方法的实时执行能力进行了研究和验证。结果表明,该方法仅使用健康数据进行训练,就能有效地检测损伤的存在性和损伤程度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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