Smart Structures and Systems

  • 제29권4호
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  • Pages.599-616
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  • 2022
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

A data fusion method for bridge displacement reconstruction based on LSTM networks

  • Duan, Da-You (School of Civil and Hydraulic Engineering, Hefei University of Technology) ;
  • Wang, Zuo-Cai (School of Civil and Hydraulic Engineering, Hefei University of Technology) ;
  • Sun, Xiao-Tong (School of Civil and Hydraulic Engineering, Hefei University of Technology) ;
  • Xin, Yu (School of Civil and Hydraulic Engineering, Hefei University of Technology)
  • 투고 : 2021.09.03
  • 심사 : 2021.12.15
  • 발행 : 2022.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Bridge displacement contains vital information for bridge condition and performance. Due to the limits of direct displacement measurement methods, the indirect displacement reconstruction methods based on the strain or acceleration data are also developed in engineering applications. There are still some deficiencies of the displacement reconstruction methods based on strain or acceleration in practice. This paper proposed a novel method based on long short-term memory (LSTM) networks to reconstruct the bridge dynamic displacements with the strain and acceleration data source. The LSTM networks with three hidden layers are utilized to map the relationships between the measured responses and the bridge displacement. To achieve the data fusion, the input strain and acceleration data need to be preprocessed by normalization and then the corresponding dynamic displacement responses can be reconstructed by the LSTM networks. In the numerical simulation, the errors of the displacement reconstruction are below 9% for different load cases, and the proposed method is robust when the input strain and acceleration data contains additive noise. The hyper-parameter effect is analyzed and the displacement reconstruction accuracies of different machine learning methods are compared. For experimental verification, the errors are below 6% for the simply supported beam and continuous beam cases. Both the numerical and experimental results indicate that the proposed data fusion method can accurately reconstruct the displacement.

키워드

과제정보

Financial support to complete this study was provided in part by the National Natural Science Foundation of China under grand Nos. 51922036, by the key research and development project of Anhui province under grand No. 1804a0802204, by The Fundamental Research Funds for the Central Universities under grand No. JZ2020HGPB0117, and by the Natural Science Funds for Distinguished Young Scholar of Anhui province under grand No.1708085J06. The results and opinions expressed in this paper are those of the authors only and they don't necessarily represent those of the sponsors.

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