Machine learning for predicting long-term deflections in reinforce concrete flexural structures

被引:0
|
作者
Pham A.-D. [1 ]
Ngo N.-T. [1 ]
Nguyen T.-K. [2 ]
机构
[1] Faculty of Project Management, The University of Danang, University of Science and Technology, 54 Nguyen Luong Bang, Danang
[2] Division of Civil Engineering, Faculty of Engineering and Agriculture, The University of Danang - Campus in Kontum, 704 Phan Dinh Phung, Kontum
来源
关键词
Data-driven model; Deflection prediction; Reinforced concrete structures; machine learning; Structural design;
D O I
10.1093/JCDE/QWAA010
中图分类号
学科分类号
摘要
Prediction of deflections of reinforced concrete (RC) flexural structures is vital to evaluate the workability and safety of structures during its life cycle. Empirical methods are limited to predict a long-term deflection of RC structures because they are difficult to consider all influencing factors. This study presents data-driven machine learning (ML) models to early predict the long-term deflections in RC structures. An experimental dataset was used to build and evaluate single and ensemble ML models. The models were trained and tested using the stratified 10-fold cross-validation algorithm. Analytical results revealed that the ML model is effective in predicting the deflection of RC structures with good accuracy of 0.972 in correlation coefficient (R), 8.190 mm in root mean square error (RMSE), 4.597 mm in mean absolute error (MAE), and 16.749% in mean absolute percentage error (MAPE). In performance comparison against with empirical methods, the prediction accuracy of the ML model improved significantly up to 66.41% in the RMSE and up to 82.04% in the MAE. As a contribution, this study proposed the effective ML model to facilitate designers in early forecasting long-term deflections in RC structures and evaluating their long-term serviceability and safety. © The Author(s) (2020).
引用
收藏
页码:95 / 106
页数:11
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