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Vehicle-assisted bridge damage assessment by combining attention mechanism and Bi-LSTM network
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Yan ZENG2, Dong-ming FENG1, 2, 3, Jian-an LI2
Journal of Vibration Engineering | 2024, 37(7) : 1089 - 1097
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Journal of Vibration Engineering | 2024, 37(7): 1089-1097
Vehicle-assisted bridge damage assessment by combining attention mechanism and Bi-LSTM network
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Yan ZENG2, Dong-ming FENG1, 2, 3, Jian-an LI2
Affiliations
  • 1Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University, Nanjing 210096,China
  • 2School of Civil Engineering,Southeast University,Nanjing 211189,China
  • 3National and Local Joint Engineering Research Center for Intelligent Construction and Maintenance, Southeast University,Nanjing 211189,China
Published: 2024-07-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.07.001
Outline
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Vehicle-assisted bridge damage identification has great application potential,but it is still difficult to extract damage-sensitive features from multi-source monitoring data and accurately evaluate the bridge damage status. To solve this problem,an Attention-LSTM-based Feature Fusion Model (ALFF-Net) is proposed. The model improves the perception ability of Bi-LSTM cells for multi-scale feature information in time series data through a preset data reconstruction layer. Furthermore,by employing attention mechanism and feature fusion strategy,the model reduces the prediction difficulty of downstream branches of deep neural networks and further improves the modeling ability for the important dependency relationships in the sequence data. A monitoring dataset under different road roughness and vehicle speeds is generated through a vehicle-bridge interaction system simulation,and the bridge damage identification performance of the ALFF-Net model is comprehensively tested. The results show that the ALFF-Net model improves the damage identification accuracy by up to 19.30% compared to the classical LSTM network while significantly reducing computational costs,and the identification errors under different road roughness levels are less than 3%. Moreover,by comparing the identification accuracy of the ALFF-Net model under different data-driven schemes,the robustness of the bridge damage detection results with synergistic multi-source monitoring data is verified.

bridge damage assessment  /  vehicle-bridge coupling vibration  /  LSTM network  /  attention mechanism  /  feature fusion
Yan ZENG, Dong-ming FENG, Jian-an LI. Vehicle-assisted bridge damage assessment by combining attention mechanism and Bi-LSTM network[J]. Journal of Vibration Engineering, 2024 , 37 (7) : 1089 -1097 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.07.001
Year 2024 volume 37 Issue 7
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.07.001
  • Receive Date:2023-04-10
  • Online Date:2026-02-12
  • Published:2024-07-28
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  • Received:2023-04-10
  • Revised:2023-08-28
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Affiliations
    1Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University, Nanjing 210096,China
    2School of Civil Engineering,Southeast University,Nanjing 211189,China
    3National and Local Joint Engineering Research Center for Intelligent Construction and Maintenance, Southeast University,Nanjing 211189,China
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表12种不同金属材料的力学参数

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Number of
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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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