TY - JOUR
T1 - Real-time assessment for running safety of high-speed railway based on physical models and deep neural networks
AU - Gao, Hao
AU - Hu, Xiao
AU - Rong, Canming
AU - Gou, Hongye
AU - Meng, Xin
AU - Bao, Yi
N1 - Publisher Copyright:
© 2025 Institution of Structural Engineers
PY - 2025/4
Y1 - 2025/4
N2 - This paper proposes a method for real-time assessment the running safety of high-speed railways based on the field test, train-track-bridge dynamic analysis, and deep neural networks (N-BEATS). Firstly, the sensors are employed to obtain the acceleration of the bridge-track system under the excitation of the high-speed train. Then, the train-track-bridge coupled model was established and verified by comparing the calculated results with the field test. The derailment coefficient is considered an index for assessing the running safety of HSR. Therefore, the derailment coefficient at different running speeds were calculated using the coupled model, and the maximum of sixteen derailment coefficients were selected based on the position of the bogie. In order to match the derailment coefficient, the rail acceleration time-history data was divided into 16 equal parts according to the bogie wheelbase, and feature extraction was performed. The feature values of rail acceleration and running speed are selected as the inputs of the N-BEATS model, and the derailment coefficient is the output. The covariance matrix adaptation evolution strategy was used to find the optimal hyperparameter combination. The prediction performance and metrics at different running speeds prove that the N-BEATS model has high accuracy, robustness, and generalization. Finally, the prediction results of the N-BEATS model were compared with the commonly used machine learning models. Overall, this paper proposes a method that can accurately assess running safety in real-time, providing a reference for high-speed railway operation and maintenance decision-making.
AB - This paper proposes a method for real-time assessment the running safety of high-speed railways based on the field test, train-track-bridge dynamic analysis, and deep neural networks (N-BEATS). Firstly, the sensors are employed to obtain the acceleration of the bridge-track system under the excitation of the high-speed train. Then, the train-track-bridge coupled model was established and verified by comparing the calculated results with the field test. The derailment coefficient is considered an index for assessing the running safety of HSR. Therefore, the derailment coefficient at different running speeds were calculated using the coupled model, and the maximum of sixteen derailment coefficients were selected based on the position of the bogie. In order to match the derailment coefficient, the rail acceleration time-history data was divided into 16 equal parts according to the bogie wheelbase, and feature extraction was performed. The feature values of rail acceleration and running speed are selected as the inputs of the N-BEATS model, and the derailment coefficient is the output. The covariance matrix adaptation evolution strategy was used to find the optimal hyperparameter combination. The prediction performance and metrics at different running speeds prove that the N-BEATS model has high accuracy, robustness, and generalization. Finally, the prediction results of the N-BEATS model were compared with the commonly used machine learning models. Overall, this paper proposes a method that can accurately assess running safety in real-time, providing a reference for high-speed railway operation and maintenance decision-making.
KW - Deep neural network
KW - Field test
KW - Running safety
KW - Train-track-bridge coupled analysis
KW - Vibration characteristic
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U2 - 10.1016/j.istruc.2025.108466
DO - 10.1016/j.istruc.2025.108466
M3 - Article
AN - SCOPUS:85218632255
VL - 74
JO - Structures
JF - Structures
M1 - 108466
ER -