Feature Selection and Damage Identification for Urban Railway Track Using Bayesian Globally Sparse Principal Component Analysis

Qi Li, Yong Huang, Jiahui Chen, Xiaohui Liu (), Xianghao Meng and Chao Lin
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Qi Li: Key Laboratory of Structural Dynamic Behavior and Control of the Ministry of Education, School of Civil Engineering, Harbin Institute of Technology, 73 Huanghe Road, Harbin 150090, China
Yong Huang: Key Laboratory of Structural Dynamic Behavior and Control of the Ministry of Education, School of Civil Engineering, Harbin Institute of Technology, 73 Huanghe Road, Harbin 150090, China
Jiahui Chen: China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, China
Xiaohui Liu: Institute of Engineering Mechanics, China Earthquake Administration, No.1 Chaobai Street, Sanhe 065201, China
Xianghao Meng: Key Laboratory of Structural Dynamic Behavior and Control of the Ministry of Education, School of Civil Engineering, Harbin Institute of Technology, 73 Huanghe Road, Harbin 150090, China
Chao Lin: China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, China

Sustainability, 2023, vol. 15, issue 6, 1-17

Abstract: Urban railway track infrastructures often suffer from damage that affects their service performance due to a variety of factors. In this study, an unsupervised feature selection and damage identification method based on globally sparse probabilistic principal component analysis (PCA) is proposed for urban railway tracks using the monitoring data of train-induced dynamic responses. A Bayesian framework is proposed for generating principal components on a basis of vectors (original variables) with a global sparseness pattern instead of separate patterns in a traditional sparse PCA. In this framework, a variational expectation-maximization algorithm is employed to obtain the tractable calculation of the marginal likelihood function for learning all uncertain parameters of the Bayesian model. The obtained principal components are linear combinations of the very same set of important variables, making our method better interpretable than the traditional sparse PCA. We can clearly understand which original variables are most relevant for describing the data. The track damage is identified simply by discriminating the corresponding measured dynamic responses using the binary elements of the latent vector inferred from the Bayesian globally sparse PCA algorithm. The usefulness is demonstrated by successfully identifying the track bed plate crack damage through the actual train-induced dynamic responses collected from the structural health monitoring system of an urban railway track infrastructure, where the method is able to achieve F 1 scores of 90% or higher for various scenarios.

Keywords: feature selection; damage detection; principal component analysis; sparsity; Bayesian inference; structural health monitoring; urban railway tracks (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2023
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