This study presents a novel probabilistic machine learning (ML) approach using Natural Gradient Boosting (NGBoost) to predict the axial compressive capacity of Concrete Filled Steel Tube (CFST) columns. Leveraging a comprehensive dataset of 1,127 experimentally tested CFST specimens under axial compressive loads, we compare the performance of various ML algorithms. These include deterministic models like eXtreme Gradient Boosting (XGBoost) and Artificial Neural Networks (ANN), and probabilistic models such as XGBoostDistribution (XGBD) and NGBoost. The NGBoost model, which employs Normal and LogNormal distributions to account for uncertainties in input data, demonstrates superior predictive accuracy and robustness. SHapley Additive exPlanations (SHAP) are utilized to interpret the influence of input features, providing insights into the relative importance of different structural parameters. The predictive performance of the NGBoost model with LogNormal distribution is benchmarked against existing design codes, including Eurocode 4, ANSI/AISC 360-22 AS/NZS 2327, and Chinese Standard (GB50936-2014), showcasing its enhanced accuracy and reliability. This approach not only improves predictive performances but also integrates uncertainty quantification, making it highly suitable for design applications in Civil Engineering where understanding the variability in the structural behavior is crucial.
Lai, D., Wei, J., Contento, A., Xue, J., Briseghella, B., Albanesi, T., et al. (2024). Machine learning-based probabilistic predictions for Concrete Filled Steel Tube (CFST) column axial capacity. STRUCTURES, 70 [10.1016/j.istruc.2024.107543].
Machine learning-based probabilistic predictions for Concrete Filled Steel Tube (CFST) column axial capacity
Wei J.;Albanesi T.;Demartino C.
2024-01-01
Abstract
This study presents a novel probabilistic machine learning (ML) approach using Natural Gradient Boosting (NGBoost) to predict the axial compressive capacity of Concrete Filled Steel Tube (CFST) columns. Leveraging a comprehensive dataset of 1,127 experimentally tested CFST specimens under axial compressive loads, we compare the performance of various ML algorithms. These include deterministic models like eXtreme Gradient Boosting (XGBoost) and Artificial Neural Networks (ANN), and probabilistic models such as XGBoostDistribution (XGBD) and NGBoost. The NGBoost model, which employs Normal and LogNormal distributions to account for uncertainties in input data, demonstrates superior predictive accuracy and robustness. SHapley Additive exPlanations (SHAP) are utilized to interpret the influence of input features, providing insights into the relative importance of different structural parameters. The predictive performance of the NGBoost model with LogNormal distribution is benchmarked against existing design codes, including Eurocode 4, ANSI/AISC 360-22 AS/NZS 2327, and Chinese Standard (GB50936-2014), showcasing its enhanced accuracy and reliability. This approach not only improves predictive performances but also integrates uncertainty quantification, making it highly suitable for design applications in Civil Engineering where understanding the variability in the structural behavior is crucial.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.