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Structural reliability calculation method based on the dual neural network and direct integration method

机译:基于双神经网络和直接集成方法的结构可靠性计算方法

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摘要

Abstract Structural reliability analysis under uncertainty is paid wide attention by engineers and scholars due to reflecting the structural characteristics and the bearing actual situation. The direct integration method, started from the definition of reliability theory, is easy to be understood, but there are still mathematics difficulties in the calculation of multiple integrals. Therefore, a dual neural network method is proposed for calculating multiple integrals in this paper. Dual neural network consists of two neural networks. The neural network A is used to learn the integrand function, and the neural network B is used to simulate the original function. According to the derivative relationships between the network output and the network input, the neural network B is derived from the neural network A. On this basis, the performance function of normalization is employed in the proposed method to overcome the difficulty of multiple integrations and to improve the accuracy for reliability calculations. The comparisons between the proposed method and Monte Carlo simulation method, Hasofer–Lind method, the mean value first-order second moment method have demonstrated that the proposed method is an efficient and accurate reliability method for structural reliability problems.
机译:摘要由于反映了结构特征和轴承实际情况,工程师和学者造成了不确定性下的结构可靠性分析。从可靠性理论的定义开始的直接集成方法易于理解,但在计算多个积分中仍有数学困难。因此,提出了一种用于计算本文中的多个积分的双神经网络方法。双神经网络由两个神经网络组成。神经网络A用于学习积分和函数,并且神经网络B用于模拟原始功能。根据网络输出和网络输入之间的衍生关系,神经网络B是从神经网络A导出的。在此基础上,采用了归一化的性能函数,以克服多个集成难度和难度提高可靠性计算的准确性。所提出的方法和蒙特卡罗模拟方法,散列式方法,平均值一阶第二矩法已经证明该方法是结构可靠性问题的高效准确的可靠性方法。

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