4.6 Article

Machine learning techniques to predict the fundamental period of infilled reinforced concrete frame buildings

Journal

STRUCTURES
Volume 54, Issue -, Pages 918-927

Publisher

ELSEVIER SCIENCE INC
DOI: 10.1016/j.istruc.2023.05.052

Keywords

Fundamental period; Design parameters; Default hyperparameters; Tuned hyperparameters; Feature selection technique; MARS

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The importance of hyperparameter optimization in machine learning models for predicting the fundamental period of infilled RC frame buildings is highlighted in this study. By fine-tuning the parameters using the Optuna framework, the best results were achieved, with higher coefficient of determination and lower error values. The feature selection technique demonstrated the contribution of five parameters and the multivariate adaptive regression splines outperformed building code formulas and proposed equations by other authors in predicting the fundamental period.
Predicting the structure's fundamental period is a challenging task since its value changes when the features of buildings change. However, it is more cumbersome for reinforced concrete buildings with infill walls due to their nonlinear behavior. The objective of this study is to highlight the importance of hyperparameter optimization in machine learning models to achieve the best performance in predicting the fundamental period of infilled RC frame buildings. To this end, three types of boosting algorithms have been chosen, namely: gradient boosting decision trees, lightGBM, and catboost. Compared to the default parameters for each model, the fine-tuning hyperparameter models with the Optuna framework yielded the best results, with a higher coefficient of determination and lower error values. Furthermore, the lightGBM model set by its optimized parameters out-performed the other two boosting methods. The feature selection technique emphasizes the five parameters' contributions in estimating the building's fundamental period by demonstrating the effect of removing one or more parameters each time on determining this dynamic characteristic. Moreover, the multivariate adaptive regression splines is used to develop a mathematical expression for the fundamental period that outperformed building code formulas and some authors' proposed equations. Finally, a set of smooth curves derived from the optimum lightGBM and MARS models were introduced, revealing that the models were not overfitting.

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