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Prediction of seismic-induced damage on high-speed railway simply-supported bridge based on deep learning
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Lingxu WU1, 2, Lizhong JIANG1, 2, 3, Tianxuan ZHONG4, Jiang YI1, 2, Yulin FENG5, Jian ZHAO6, Wangbao ZHOU1, 2, 3
Earthquake Engineering and Engineering Dynamics | 2024, 44(5) : 26 - 36
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Earthquake Engineering and Engineering Dynamics | 2024, 44(5): 26-36
Prediction of seismic-induced damage on high-speed railway simply-supported bridge based on deep learning
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Lingxu WU1, 2, Lizhong JIANG1, 2, 3, Tianxuan ZHONG4, Jiang YI1, 2, Yulin FENG5, Jian ZHAO6, Wangbao ZHOU1, 2, 3
Affiliations
  • 1.School of Civil Engineering, Central South University, Changsha 410075, China
  • 2.Central South University Engineering Structure Seismic Research Center, Central South University, Changsha 410075, China
  • 3.Research Institute of Earthquake Resistance of High-speed Railway Engineering Structure, National Engineering Research Center of High-speed Railway Construction Technology, Changsha 410075, China
  • 4.Grid Planning & Research Center, Guizhou Power Grid Co., Ltd., Guiyang 550000, China
  • 5.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
  • 6.Hunan Yunjing Construction Company Limited, Changsha 410075, China
doi: 10.13197/j.eeed.2024.0503
Outline
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A rapid prediction method of seismic-induced damage in high-speed railway ballastless track simply-supported bridge system is proposed based on convolutional neural networks. To obtain more information of seismic motion, one-dimensional seismic motion data is transformed into three-dimensional image through continuous wavelet transform as the input of convolutional neural network. The reliability of the proposed method is validated by comparing with results in damage samples database. The influence of different hyperparameters of convolutional neural networks on prediction results and training duration are analyzed, and a combination of hyperparameters of convolutional neural networks optimized by Bayesian optimization is obtained. The time required for seismic analysis of high-speed railway ballastless track simply-supported bridge system using different seismic analysis methods is compared. The optimized convolutional neural network is utilized to predict seismic-induced damage of different key components in high-speed railway ballastless track simply-supported bridge system. The research indicates that the initial learning rate is the most significant factor affecting the accuracy of network prediction, while the learning rate decay factor, batch size, and number of training epochs have certain effects on the network prediction results. The training duration of convolutional neural network is mainly determined by the number of training epochs and batch size. The proposed method demonstrates high prediction accuracy for seismic-induced damage in various components of high-speed railway ballastless track simply-supported bridge system, and the network structure exhibits high applicability. The optimized convolutional neural network has shorter training time and more accurate prediction for seismic-induced damage in high-speed railway ballastless track simply-supported bridge system. The research findings can provide reference for rapid repair of seismic-induced damage in high-speed railway systems after earthquakes.

high-speed railway ballastless track simply-supported bridge system  /  seismic-induced damage  /  rapid prediction  /  convolutional neural network  /  Bayesian optimization
Lingxu WU, Lizhong JIANG, Tianxuan ZHONG, Jiang YI, Yulin FENG, Jian ZHAO, Wangbao ZHOU. Prediction of seismic-induced damage on high-speed railway simply-supported bridge based on deep learning[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (5) : 26 -36 . DOI: 10.13197/j.eeed.2024.0503
Year 2024 volume 44 Issue 5
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doi: 10.13197/j.eeed.2024.0503
  • Receive Date:2024-01-09
  • Online Date:2026-03-30
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  • Received:2024-01-09
  • Revised:2024-03-22
Funding
Affiliations
    1.School of Civil Engineering, Central South University, Changsha 410075, China
    2.Central South University Engineering Structure Seismic Research Center, Central South University, Changsha 410075, China
    3.Research Institute of Earthquake Resistance of High-speed Railway Engineering Structure, National Engineering Research Center of High-speed Railway Construction Technology, Changsha 410075, China
    4.Grid Planning & Research Center, Guizhou Power Grid Co., Ltd., Guiyang 550000, China
    5.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
    6.Hunan Yunjing Construction Company Limited, Changsha 410075, China
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表12种不同金属材料的力学参数

Family
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Number of
genus
种数
Number of
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占总种数比例
Percentage of
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种数
Number of
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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