Bridge temperature prediction method based on long short-term memory neural networks and shared meteorological data

被引:3
作者
Zhou, Linren [1 ]
Wang, Taojun [1 ]
Chen, Yumeng [1 ]
机构
[1] South China Univ Technol, Sch Civil Engn & Transportat, 381 Wushan Rd, Guangzhou 510640, Peoples R China
基金
对外科技合作项目(国际科技项目); 中国国家自然科学基金;
关键词
Structural health monitoring; bridge temperature effect; long and short-term memory neural networks; maximum information coefficient; shared meteorological data;
D O I
10.1177/13694332241247918
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Temperature is an important load factor affecting the structural performances of bridges. The rapid acquisition of bridge temperature data is significant for bridge temperature effect analysis and assessment. On the bases of ground meteorological shared big data, a bridge temperature prediction method based on long short-term memory (LSTM) neural network is proposed. The proposed method is used to investigate the key issues of data preprocessing, model input feature selection, time-length determination, and hyper-parameter preference. Moreover, the proposed method relies on the maximum information coefficient to quantify the strongly correlated features and uses a two-layer deep LSTM neural network to improve the model's time series information utilization and prediction capability. The constructed neural grid model is experimentally studied and verified based on the long-term measured data of the scaled bridge model in an outdoor environment. Comparative assessment with other typical time series models, such as NARX, RNN, and GRU, demonstrate that the LSTM neural network model exhibits the best generalization ability and highest temperature prediction accuracy, with a maximum absolute error of approximately 2 degrees C and relative error below 5%. The engineering applicability and effectiveness of LSTM for bridge temperature prediction are verified.
引用
收藏
页码:1349 / 1360
页数:12
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