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A Transformer-Based Bridge Structural Response Prediction Framework

delete2022-04-18
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OA
AI
Z
Ziqi Li
D
Dongsheng Li *
T
Tianshu Sun
DOI:10.3390/s22083100delete
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摘要

摘要

En 中文
Structural response prediction with desirable accuracy is considerably essential for the health monitoring of bridges. However, it appears to be difficult in accurately extracting structural response features on account of complex on-site environment and noise disturbance, resulting in poor prediction accuracy of the response values. To address this issue, a Transformer-based bridge structural response prediction framework was proposed in this paper. The framework contains multi-layer encoder modules and attention modules that can precisely capture the history-dependent features in time-series data. The effectiveness of the proposed method was validated with the use of six-month strain response data of a concrete bridge, and the results are also compared with those of the most commonly used Long Short-Term Memory (LSTM)-based structural response prediction framework. The analysis indicated that the proposed method was effective in predicting structural response, with the prediction error less than 50% of the LSTM-based framework. The proposed method can be applied in damage diagnosis and disaster warning of bridges.
Keyword:
bridge structural response prediction
transformer
deep learning
structural health monitoring
encoder-decoder
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期刊

Sensors 封面图
Sensors
IF:
3.5
论文数:
7.2W
被引数:
20.9W

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Dalian University of Technology
学者数:
6.0W
论文数: 4.4W
被引数: 5.5W
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