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An active learning method combining deep neural network and weighted sampling for structural reliability analysis

机译:结合深度神经网络和加权采样的主动学习方法用于结构可靠性分析

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摘要

Owing to the tremendous computational cost of simulation for large-scale engineering structures, surrogate model method is widely used as a sample classifier in structural reliability analyses. However, the accuracy and efficiency of the surrogate model methods heavily depend on the selection of the experimental points that are used to train the surrogate model. Most of the traditional selection methods do not consider the location information of the Monte Carlo population, which results in a large number of experimental points being selected in unimportant areas. In this study, an active learning method is proposed to address the issues; the selected experimental points are located in the interface of the safety and failure Monte Carlo populations. The proposed active learning method combines the deep neural network (DNN) model and the weighted sampling method to itera-tively select new experimental points and update the DNN model. In each iteration, the DNN model is updated to select candidate experimental points near the limit state surface (LSS), and the weighted sampling method is used to select new experimental points from the candidate experimental points. To make the selected experimental points be uniformly distributed in the sampling space, a novel weight coefficient based on the sample probability density is proposed. The numerical examples demonstrate that the proposed method has high accuracy and efficiency in handling multi-variable, nonlinearity and larger-scale engineering structure problems.
机译:由于大型工程结构的仿真计算量巨大,替代模型方法被广泛用作结构可靠性分析中的样本分类器。但是,替代模型方法的准确性和效率在很大程度上取决于用于训练替代模型的实验点的选择。大多数传统的选择方法都没有考虑蒙特卡洛种群的位置信息,这导致在不重要的区域中选择了大量的实验点。在这项研究中,提出了一种主动学习方法来解决这些问题。选定的实验点位于安全性和失败性蒙特卡洛总体的接口中。提出的主动学习方法结合了深度神经网络(DNN)模型和加权采样方法,以迭代方式选择新的实验点并更新DNN模型。在每次迭代中,将更新DNN模型以选择接近极限状态曲面(LSS)的候选实验点,然后使用加权采样方法从候选实验点中选择新的实验点。为了使选定的实验点在采样空间内均匀分布,提出了一种基于样本概率密度的新型权重系数。数值算例表明,该方法在处理多变量,非线性和大规模工程结构问题上具有较高的准确性和效率。

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