Foundation Models for Structural Health Monitoring

IF 5.3 3区 计算机科学 Q2 COMPUTER SCIENCE, HARDWARE & ARCHITECTURE
Luca Benfenati;Daniele Jahier Pagliari;Luca Zanatta;Yhorman Alexander Bedoya Velez;Andrea Acquaviva;Massimo Poncino;Enrico Macii;Luca Benini;Alessio Burrello
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Abstract

Structural Health Monitoring (SHM) is a critical task for ensuring the safety and reliability of civil infrastructures, typically realized on bridges and viaducts by means of vibration monitoring. In this paper, we propose for the first time the use of Transformer neural networks, with a Masked Auto-Encoder architecture, as Foundation Models for SHM. We demonstrate the ability of these models to learn generalizable representations from multiple large datasets through self-supervised pre-training, which, coupled with task-specific fine-tuning, allows them to outperform state-of-the-art traditional methods on diverse tasks, including Anomaly Detection (AD) and Traffic Load Estimation (TLE). We then extensively explore model size versus accuracy trade-offs and experiment with Knowledge Distillation (KD) to improve the performance of smaller Transformers, enabling their embedding directly into the SHM edge nodes. We showcase the effectiveness of our foundation models using data from three operational viaducts. For AD, we achieve a near-perfect 99.9% accuracy with a monitoring time span of just 15 windows. In contrast, a state-of-the-art method based on Principal Component Analysis (PCA) obtains its first good result (95.03% accuracy), only considering 120 windows. On two different TLE tasks, our models obtain state-of-the-art performance on multiple evaluation metrics (R2 score, MAE% and MSE%). On the first benchmark, we achieve an R2 score of 0.97 and 0.90 for light and heavy vehicle traffic, respectively, while the best previous approach (a Random Forest) stops at 0.91 and 0.84. On the second one, we achieve an R2 score of 0.54 versus the 0.51 of the best competitor method, a Long-Short Term Memory network.
结构健康监测的基础模型
结构健康监测(SHM)是保证民用基础设施安全可靠的一项重要任务,通常通过振动监测在桥梁和高架桥上实现。在本文中,我们首次提出使用变压器神经网络,具有屏蔽自编码器架构,作为SHM的基础模型。我们展示了这些模型通过自我监督的预训练从多个大型数据集中学习可推广表示的能力,再加上特定任务的微调,使它们能够在各种任务上优于最先进的传统方法,包括异常检测(AD)和流量负载估计(TLE)。然后,我们广泛探索模型尺寸与精度的权衡,并使用知识蒸馏(KD)进行实验,以提高较小变压器的性能,使其能够直接嵌入到SHM边缘节点中。我们使用三个运营高架桥的数据来展示基础模型的有效性。对于AD,我们实现了近乎完美的99.9%的准确率,监控时间跨度仅为15个窗口。相比之下,基于主成分分析(PCA)的最先进的方法仅考虑120个窗口,就获得了第一个好的结果(95.03%的准确率)。在两个不同的TLE任务中,我们的模型在多个评估指标(R2分数,MAE%和MSE%)上获得了最先进的性能。在第一个基准上,我们分别获得了轻型和重型车辆交通的R2分数为0.97和0.90,而之前最好的方法(随机森林)分别为0.91和0.84。在第二种方法上,我们的R2得分为0.54,而最佳竞争对手方法(长短期记忆网络)的R2得分为0.51。
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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来源期刊
IEEE Transactions on Sustainable Computing
IEEE Transactions on Sustainable Computing Mathematics-Control and Optimization
CiteScore
7.70
自引率
2.60%
发文量
54
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