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Τίτλος: A general framework of high-performance machine learning algorithms: application in structural mechanics
Συγγραφείς: Markou, George 
Bakas, Nikolaos P. 
Chatzichristofis, Savvas A. 
Papadrakakis, Manolis 
Major Field of Science: Engineering and Technology
Field Category: Computer and Information Sciences;ENGINEERING AND TECHNOLOGY;Civil Engineering;Other Engineering and Technologies
Λέξεις-κλειδιά: Machine learning;Deep learning artificial neural networks;Parallel training;Finite element method;Structural mechanics
Ημερομηνία Έκδοσης: 1-Απρ-2024
Πηγή: Computational Mechanics, 2024, vol.73, pp. 705–729
Volume: 73
Issue: 4
Start page: 705
End page: 729
Περιοδικό: Computational Mechanics 
Περίληψη: Data-driven models utilizing powerful artificial intelligence (AI) algorithms have been implemented over the past two decades in different fields of simulation-based engineering science. Most numerical procedures involve processing data sets developed from physical or numerical experiments to create closed-form formulae to predict the corresponding systems’ mechanical response. Efficient AI methodologies that will allow the development and use of accurate predictive models for solving computational intensive engineering problems remain an open issue. In this research work, high-performance machine learning (ML) algorithms are proposed for modeling structural mechanics-related problems, which are implemented in parallel and distributed computing environments to address extremely computationally demanding problems. Four machine learning algorithms are proposed in this work and their performance is investigated in three different structural engineering problems. According to the parametric investigation of the prediction accuracy, the extreme gradient boosting with extended hyper-parameter optimization (XGBoost-HYT-CV) was found to be more efficient regarding the generalization errors deriving a 4.54% residual error for all test cases considered. Furthermore, a comprehensive statistical analysis of the residual errors and a sensitivity analysis of the predictors concerning the target variable are reported. Overall, the proposed models were found to outperform the existing ML methods, where in one case the residual error was decreased by 3-fold. Furthermore, the proposed algorithms demonstrated the generic characteristic of the proposed ML framework for structural mechanics problems.
URI: https://hdl.handle.net/20.500.14279/33049
ISSN: 01787675
DOI: 10.1007/s00466-023-02386-9
Type: Article
Affiliation: University of Pretoria 
National Infrastructures for Research and Technology 
Neapolis University Pafos 
National Technical University Of Athens 
Publication Type: Peer Reviewed
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