Enhancing the Damage Detection and Classification of Unknown Classes with a Hybrid Supervised–Unsupervised Approach

Lorenzo Stagi, Lorenzo Sclafani, E. M. Tronci, Raimondo Betti, S. Milana, A. Culla, N. Roveri, A. Carcaterra
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Abstract

Most damage-assessment strategies for dynamic systems only distinguish between undamaged and damaged conditions without recognizing the level or type of damage or considering unseen conditions. This paper proposes a novel framework for structural health monitoring (SHM) that combines supervised and unsupervised learning techniques to assess damage using a system’s structural response (e.g., the acceleration response of big infrastructures). The objective is to enhance the benefits of a supervised learning framework while addressing the challenges of working in an SHM context. The proposed framework uses a Linear Discriminant Analysis (LDA)/Probabilistic Linear Discriminant Analysis (PLDA) strategy that enables learning the distributions of known classes and the performance of probabilistic estimations on new incoming data. The methodology is developed and proposed in two versions. The first version is used in the context of controlled, conditioned monitoring or for post-damage assessment, while the second analyzes the single observational data. Both strategies are built in an automatic framework able to classify known conditions and recognize unseen damage classes, which are then used to update the classification algorithm. The proposed framework’s effectiveness is first tested considering the acceleration response of a numerically simulated 12-degree-of-freedom system. Then, the methodology’s practicality is validated further by adopting the experimental monitoring data of the benchmark study case of the Z24 bridge.
采用监督-非监督混合方法加强未知类别的损伤检测和分类
大多数动态系统的损坏评估策略只能区分未损坏和已损坏情况,而无法识别损坏程度或类型,也无法考虑未见情况。本文提出了一种新型结构健康监测(SHM)框架,它结合了监督和非监督学习技术,利用系统的结构响应(如大型基础设施的加速度响应)来评估损坏情况。其目的是增强监督学习框架的优势,同时应对在 SHM 环境中工作所面临的挑战。所提出的框架采用线性判别分析(LDA)/概率线性判别分析(PLDA)策略,能够学习已知类别的分布和新输入数据的概率估计性能。该方法分为两个版本。第一个版本用于受控条件监测或损坏后评估,而第二个版本则分析单一观测数据。这两种策略都建立在一个自动框架中,该框架能够对已知条件进行分类,并识别未见过的损坏类别,然后用于更新分类算法。首先,通过数值模拟 12 自由度系统的加速度响应,测试了所建议框架的有效性。然后,通过采用 Z24 桥基准研究案例的实验监测数据,进一步验证了该方法的实用性。
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