A Comprehensive Study on Unsupervised Transfer Learning for Structural Health Monitoring of Bridges Using Joint Distribution Adaptation

IF 2.7 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Laura Souza, M. Yano, Samuel da Silva, Eloi Figueiredo
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引用次数: 0

Abstract

Bridges are crucial transportation infrastructures with significant socioeconomic impacts, necessitating continuous assessment to ensure safe operation. However, the vast number of bridges and the technical and financial challenges of maintaining permanent monitoring systems in every single bridge make the implementation of structural health monitoring (SHM) difficult for authorities. Unsupervised transfer learning, which reuses experimental or numerical data from well-known bridges to detect damage on other bridges with limited monitoring response data, has emerged as a promising solution. This solution can reduce SHM costs while ensuring the safety of bridges with similar characteristics. This paper investigates the limitations, challenges, and opportunities of unsupervised transfer learning via domain adaptation across datasets from various prestressed concrete bridges under distinct operational and environmental conditions. A feature-based transfer learning approach is proposed, where the joint distribution adaptation method is used for domain adaptation. As the main advantage, this study leverages the generalization of SHM for damage detection in prestressed concrete bridges with limited long-term monitoring data.
利用联合分布自适应对桥梁结构健康监测进行无监督迁移学习的综合研究
桥梁是重要的交通基础设施,具有重大的社会经济影响,需要持续评估以确保安全运行。然而,由于桥梁数量庞大,在每座桥梁上维护永久性监测系统在技术和资金上都存在挑战,因此当局很难实施结构健康监测(SHM)。无监督迁移学习是一种很有前途的解决方案,它可以重复使用知名桥梁的实验或数值数据来检测其他监测响应数据有限的桥梁的损坏情况。这种解决方案可以降低 SHM 成本,同时确保具有类似特征的桥梁的安全。本文研究了在不同的运行和环境条件下,通过对各种预应力混凝土桥梁的数据集进行领域适应,进行无监督迁移学习的局限性、挑战和机遇。本文提出了一种基于特征的迁移学习方法,其中联合分布适应法被用于域适应。本研究的主要优势在于,利用有限的长期监测数据对预应力混凝土桥梁的损伤检测进行 SHM 泛化。
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
Infrastructures
Infrastructures Engineering-Building and Construction
CiteScore
5.20
自引率
7.70%
发文量
145
审稿时长
11 weeks
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