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Support vector machine based reliability analysis of concrete dams

机译:基于支持向量机的混凝土大坝可靠度分析。

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This paper presents possible combination of structural responses of concrete dams with machine learning techniques. Support vector machine (SVM) method is adopted and two broad applications are presented: one for a simplified flood reliability assessment of gravity dams and the other for detailed nonlinear seismic finite element method (FEM) based analysis. Up to seventeen random variables are considered in the former example and the results of SVM contrasted with classical reliability analyses techniques (i.e., first- and second-order reliability methods, Monte Carlo simulation, Latin Hypercube and importance sampling techniques). For the latter example, a FEM-SVM based hybrid methodology is proposed for reduction of number of nonlinear analyses. A discussion is provided on the relation between the optimal earthquake intensity measures, the damage states and the accuracy of prediction. It is found that the family of SVM (i.e. standard, least squares, multi-class and regression) is an useful and effective tool for classification, response prediction and reliability analysis of the concrete dams with reasonable accuracy.
机译:本文提出了混凝土坝结构响应与机器学习技术的可能组合。采用支持向量机(SVM)方法,并提出了两种广泛的应用:一种用于简化重力坝的洪水可靠性评估,另一种用于基于详细非线性地震有限元方法(FEM)的分析。在前一个示例中最多考虑了17个随机变量,并且将SVM的结果与经典可靠性分析技术(即一阶和二阶可靠性方法,蒙特卡洛模拟,拉丁超立方体和重要性采样技术)进行了对比。对于后一个示例,提出了一种基于FEM-SVM的混合方法,以减少非线性分析的次数。讨论了最佳地震烈度测度,破坏状态和预测精度之间的关系。发现SVM族(即标准,最小二乘,多类和回归)是有用且有效的工具,用于合理合理的混凝土大坝分类,响应预测和可靠性分析。

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