基于深度重构网络与多维特征融合的无监督结构损伤识别方法
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1.广东工业大学土木与交通工程学院;2.华南理工大学土木与交通学院

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Unsupervised structural damage recognition method based on deep reconstruction network and multi-dimensional feature fusion
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    摘要:

    在桥梁健康监测领域,传统的基于监督学习的损伤识别方法需要依赖大量带标签的损伤样本进行模型训练,但在实际工程中桥梁损伤事件极为稀少且难以人为制造,使得获取足够的损伤样本数据在技术层面几乎不可行。针对这一问题,本文提出了一种基于深度Res-UNet与多源损伤敏感特征融合的无监督结构损伤识别方法。首先,结合ResNet、UNet架构以及卷积自编码器的优势,提出一种新型的无监督学习模型Res-UNet-AE。同时,引入计算机视觉领域的感知特征编码器模型。其次,基于Res-UNet-AE模型和感知特征编码器模型,分别获得了三种新型损伤敏感特征:重构误差(Mean Absolute Error, MAE)、信噪比(Signal-to-Noise Ratio, SNR)和感知损失(Perceptual Loss, PL)。最后,利用三种新型损伤特征构建三维空间,并通过高斯混合模型(Gaussian Mixture Model, GMM),对不同损伤工况进行无监督聚类与识别。基于日本ADA大桥和Benchmark钢框架结构的实验,结果表明所提出的无监督识别框架能够实现100%的检测结构是否存在损伤,并以100%准确率成功实现对多种损伤工况的精确分类。该方法为实际工程中损伤样本稀缺的难题提供了有效途径,在桥梁结构健康监测领域具有广阔的应用前景。

    Abstract:

    In bridge health monitoring, traditional supervised learning-based damage identification methods depend on large labeled damage datasets for training. However, acquiring sufficient damage data is technically infeasible in practice, as bridge damage events are extremely rare and difficult to replicate artificially. To overcome this challenge, this paper proposes an unsupervised structural damage identification approach based on deep Res-UNet and multi-source damage-sensitive feature fusion. First, a novel unsupervised model, Res-UNet-AE, is developed by integrating the strengths of ResNet, UNet architecture, and convolutional autoencoders. A perceptual feature encoder model from computer vision is also introduced. Second, leveraging the Res-UNet-AE and the perceptual encoder, three novel damage-sensitive features are derived: Reconstruction Error (measured by Mean Absolute Error, MAE), Signal-to-Noise Ratio (SNR), and Perceptual Loss (PL). These features are then utilized to construct a three-dimensional feature space. Finally, unsupervised clustering and identification of different damage conditions are performed using a Gaussian Mixture Model (GMM). Experimental validation on the Japanese ADA Bridge and a Benchmark steel frame structure demonstrates that the proposed framework achieves 100% accuracy in both detecting the presence of structural damage and precisely classifying various damage scenarios. This method offers an effective solution to the scarcity of damage samples in practical engineering and shows promising application prospects for bridge structural health monitoring.

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  • 收稿日期:2025-08-02
  • 最后修改日期:2025-12-09
  • 录用日期:2025-12-10
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