A general framework of high-performance machine learning algorithms: application in structural mechanics

被引:0
作者
George Markou
Nikolaos P. Bakas
Savvas A. Chatzichristofis
Manolis Papadrakakis
机构
[1] University of Pretoria,Civil Engineering Department
[2] National Infrastructures for Research and Technology – GRNET,School of Liberal Arts and Sciences, Technology & AI Lab
[3] The American College of Greece,Intelligent Systems Lab and Department of Computer Science
[4] Neapolis University Pafos,Department of Civil Engineering
[5] National Technical University of Athens,undefined
来源
Computational Mechanics | 2024年 / 73卷
关键词
Machine learning; Deep learning artificial neural networks; Parallel training; Finite element method; Structural mechanics;
D O I
暂无
中图分类号
学科分类号
摘要
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.
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页码:705 / 729
页数:24
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