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

被引:29
作者
Anh-Duc Pham [1 ]
Ngoc-Tri Ngo [1 ]
Thi-Kha Nguyen [2 ]
机构
[1] Univ Sci & Technol, Univ Danang, Fac Project Management, 54 Nguyen Luong Bang, Danang 550000, Vietnam
[2] Univ Danang, Fac Engn & Agr, Div Civil Engn, Campus Kontum,704 Phan Dinh Phung, Kontum, Vietnam
关键词
structural design; deflection prediction; reinforced concrete structures; machine learning; data-driven model; COMPRESSIVE STRENGTH PREDICTION; BEAMS; MODELS; ACCURACY; DESIGN;
D O I
10.1093/jcde/qwaa010
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
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.
引用
收藏
页码:95 / 106
页数:12
相关论文
共 49 条
[1]  
Alwis WAM, 1999, ENG STRUCT, V21, P168
[2]  
ALWIS WAM, 1994, J STRUCT ENG-ASCE, V120, P2220
[3]  
[Anonymous], 1961, PRINCIPLES NEURODYNA, DOI DOI 10.1038/S41586-020-2258-0
[4]  
[Anonymous], 1998, SEQUENTIAL MINIMAL O
[5]  
Araujo J.M.d., 2005, TEOR PR TICA ENG CIV, V7, P49
[6]   LONG-TERM DEFLECTIONS OF REINFORCED-CONCRETE BEAMS [J].
BAKOSS, SL ;
GILBERT, RI ;
FAULKES, KA ;
PULMANO, VA .
MAGAZINE OF CONCRETE RESEARCH, 1982, 34 (121) :203-212
[7]  
Bazant Z., 1972, J AM CONCRETE I, V69, P212
[8]  
beton C.e., 1993, CEB-FIP Model Code 1990: Design Code
[9]   Parametric analysis of external and internal factors influence on building energy performance using non-linear multivariate regression models [J].
Bilous, Inna ;
Deshko, Valerii ;
Sukhodub, Iryna .
JOURNAL OF BUILDING ENGINEERING, 2018, 20 :327-336
[10]  
Branson D.E., 1977, Deformation of concrete structures