Unsupervised deep learning approach using a deep auto-encoder with an one-class support vector machine to detect structural damage

被引:215
作者
Wang, Zilong [1 ]
Cha, Young-Jin [1 ]
机构
[1] Univ Manitoba, Dept Civil Engn, SP427 Stanley Pauley Engn Bldg,15 Gillson St, Winnipeg, MB R3T 6B3, Canada
来源
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL | 2021年 / 20卷 / 01期
基金
加拿大自然科学与工程研究理事会;
关键词
Unsupervised learning; deep learning; deep auto-encoder; one-class support vector machine; structural damage detection; OPERATIONAL VARIABILITY; MODEL; SYSTEM; DIMENSIONALITY; SENSITIVITY; DIAGNOSIS;
D O I
10.1177/1475921720934051
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This article proposes an unsupervised deep learning-based approach to detect structural damage. Supervised deep learning methods have been proposed in recent years, but they require data from an intact structure and various damage scenarios of monitored structures for their training processes. However, the labeling work on the training data is typically time-consuming and costly, and sometimes collecting sufficient training data from various damage scenarios of infrastructures in service is impractical. In this article, the proposed unsupervised deep learning method based on a deep auto-encoder with an one-class support vector machine only uses the measured acceleration response data acquired from intact or baseline structures as training data, which enables future structural damage to be detected. The major contributions and novelties of the proposed method are as follows. First, an appropriate deep auto-encoder is carefully designed through comparative studies on the depth of neural networks. Second, the designed deep auto-encoder is taken as an extractor to obtain damage-sensitive features from the measured acceleration response data, and an one-class support vector machine is used as a damage detector. Third, experimental and numerical studies validate the high accuracy of the proposed method for damage detection: a 97.4% mean average for a 12-story numerical building model and a 91.0% accuracy for a laboratory-scaled steel bridge. Fourth, the proposed method also detects light damage (i.e. a 10% reduction in stiffness) with 96.9% to 99.0% accuracy, which shows its superior performance compared with the current state of the art. Fifth, it provides stable and more robust damage detection performance with reduced tuning parameters.
引用
收藏
页码:406 / 425
页数:20
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