A Machine Learning-Based Algorithm for the Prediction of Eigenfrequencies of Railway Bridges

被引:0
|
作者
Grunert, Guenther [1 ]
Grunert, Damian [2 ]
Behnke, Ronny [1 ]
Schaefer, Sarah [3 ]
Liu, Xiaohan [1 ]
Challagonda, Sandeep Reddy [1 ]
机构
[1] Deutsch Bahn DB InfraGO AG Bruckenbau & Larmschutz, Caroline Michaelis Str 5-11, D-10115 Berlin, Germany
[2] Heinrich Hertz Gymnasium, Rigaer Str 81-82, D-10247 Berlin, Germany
[3] Muller Hirsch Ingn gesellsch mbH, Grosse Diesdorfer Str 21, D-39108 Magdeburg, Germany
关键词
Train-bridge dynamics; eigenfrequency; resonance; estimation; XGBoost; machine learning; DYNAMIC-BEHAVIOR; CONSTRUCTIONAL ELEMENTS;
D O I
10.1142/S0219455425400164
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As part of the development of advanced, data-driven methods for predictive maintenance of railway infrastructure, this paper analyzes and evaluates more realistic predictions of eigenfrequencies of railway bridges, also referred to as natural frequencies, based on a population of already assessed, measured existing bridges using regression techniques. For this purpose, Machine Learning (ML) techniques such as Polynomial Regression (PR), ANN and XGBoost are consistently evaluated and the application of the XGBoost algorithm is identified as the most suitable prediction model for these eigenfrequencies, usable for dynamic train-bridge interactions. The results of the post-processing are incorporated into the safety architecture for bridge verification (risk management). The presented data-based techniques are a steppingstone towards digitalization of structural health monitoring and offer safety and longevity of the railway bridges. Furthermore, the use of these methods can save costs that would be incurred by physical in-situ measurements. The types of bridges analyzed with ML are Filler Beam Bridges (FBE), which outnumber other construction types of bridges in Germany (DB InfraGO AG). This methodology is applicable to any bridge type as long as sufficient data are gathered for training, validation and testing.
引用
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页数:35
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