Prediction of the fundamental period of infilled reinforced using advanced machine learning methods

dc.contributor.authorYahiaoui, Asma
dc.contributor.authorMarkou, George
dc.contributor.authorBakas, Nicolaos
dc.contributor.authorDorbani, Saida
dc.date.accessioned2025-07-10T06:15:41Z
dc.date.available2025-07-10T06:15:41Z
dc.date.issued2025-06
dc.descriptionDATA AVAILABILITY AND ACCESS : The data, models, or code generated/used during the study are available in a repository online, in accordance with funder data retention policies. The data used in this paper is available at the following URLs: https://www.sciencedirect.com/science/article/pii/S2352340916306291#s0035/ https://doi.org/10.1016/j.dib.2016.10.002. The code used in this paper is available at the following URL: https://machine-intelligence.ai/automl/.
dc.description.abstractThe use of machine learning (ML) to solve civil engineering problems has increased remarkably during the last few decades due to its effectiveness in reliably approximating complex relationships. In this paper, a key parameter of seismic design is estimated using hyperparameter ML algorithms to develop predictive models that compute the fundamental period. Initially, the impact of the train-test split ratio was investigated using three different splits, where the best results were achieved with train-test split ratios equal to 90/10 for all metrics. By predicting the fundamental period with three ML methods, namely XGBoost-HYT-CV, DANN-MPIH-HYT, and RF-HYT, the best fit was acquired by XGBoost-HYT-CV (coefficient of determination R2 = 99.994% and mean absolute error MAE = 0.00428). Although international literature agrees that building height is the primary factor influencing the fundamental period, feature engineering has revealed that the natural logarithm of the percentage of openings is the most significant parameter. This finding underscores the value of feature engineering in generating additional variables and uncovering their impact on output variables. Finally, an equation was derived from POLYREG-HYT that outperformed all existing formulae, deriving a final MAE of 0.0153, approximately three times smaller than the best-performing equations proposed in the international literature.
dc.description.departmentCivil Engineering
dc.description.librarianhj2025
dc.description.sdgSDG-09: Industry, innovation and infrastructure
dc.description.urihttp://www.journals.co.za/ej/ejour_civileng.html
dc.identifier.citationYahiaoui, A., Markou, G., Bakas, N. & Dorbani, S. Prediction of the fundamental period of infilled reinforced concrete frame structures using advanced machine learning methods. Journal of the South African Institution of Civil Engineering 2025:67(2), Art. #1759, 12 pages. http://dx.doi.org/10.17159/2309-8775/2025/v67n2a3.
dc.identifier.issn1021-2020 (online)
dc.identifier.other10.17159/2309-8775/2025/v67n2a3
dc.identifier.urihttp://hdl.handle.net/2263/103273
dc.language.isoen
dc.publisherSouth African Institution of Civil Engineering
dc.rightsThe Journal of the South African Institution of Civil Engineering, which is distributed internationally, is a peer-reviewed, open-access journal licensed under a Creative Commons Attribution Licence (CC BY-NC-ND).
dc.subjectFundamental period
dc.subjectTuned hyperparameters
dc.subjectFeature importance
dc.subjectMachine learning
dc.subjectReinforced concrete structures
dc.subjectNumerical modelling
dc.titlePrediction of the fundamental period of infilled reinforced using advanced machine learning methods
dc.typeArticle

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