Abstract
Herein, we propose a one-dimensional convolutional neural network (CNN) + long short-term memory (LSTM) model optimised by L1 regularisation and the dropout method to solve the problem of acquiring both computational speed and accuracy in a deformation prediction analysis model of a super-high arch dam’s first impoundment. The calculation results of one class (OC) + LSTM, traditional LSTM, optimised LSTM, CNN + LSTM and multilayer perceptron are compared with the actual measurement results using deformation monitoring data from the first impoundment of a super-high arch dam in southwest China. The results show that the proposed OC-LSTM model can reduce the computational time without sacrificing computational accuracy, providing a new computational model for super-high arch dam deformation prediction during the first impoundment.
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The authors are grateful for the financial supports of the National Natural Science Foundation of China (No. 51839007) and the China Three Gorges Corporation Research Project (No. BHT/0809).
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Yilun, W., Qingbin, L., Yu, H. et al. Deformation prediction model based on an improved CNN + LSTM model for the first impoundment of super-high arch dams. J Civil Struct Health Monit 13, 431–442 (2023). https://doi.org/10.1007/s13349-022-00640-x
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DOI: https://doi.org/10.1007/s13349-022-00640-x