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Adaptive kernel method of importance sampling.

机译:重要性抽样的自适应核方法。

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摘要

The Monte Carlo simulation is one of the most powerful methods for calculating the failure probability of structures. However, for some problems, i.e., the value of failure probability is very small, the required computational cost to reach an accurate result may be expensive. Therefore, the importance sampling method has been developed with an aim to reduce the statistical error inherent in Monte Carlo methods. The key issue involved is the construction of the importance sampling density function. In this regard, a simple Kernel method was proposed. The main drawback of the simple Kernel method is that direct Monte Carlo simulation is required to obtain the importance sampling density function. On the other hand, an adaptive sampling concept in which a starting point which is the mean of each variate is chosen to increase the efficiency of importance sampling was suggested. However, when the failure probability of a system is very small, it is unlikely to obtain the design point. The present study proposes a new algorithm called the adaptive Kernel method which combines and modifies some of the ideas from adaptive sampling and simple Kernel method to evaluate the structural reliability.; The essence of this algorithm is to select an appropriate "design point" from which the importance sampling density can be generated efficiently. The idea of the adaptive sampling is modified here to obtain the design point. The Kernel sampling density function can then be constructed using failure points generated from the design point. Finally, the failure probability can be calculated by sampling from the Kernel density function.; A number of examples were examined to illustrate the application and effectiveness of the proposed adaptive Kernel method for time invariant and time variant problems.
机译:蒙特卡洛模拟是计算结构失效概率的最强大方法之一。但是,对于某些问题,即失败概率的值很小,要获得准确的结果所需的计算成本可能很昂贵。因此,为了减少蒙特卡洛方法固有的统计误差,已经开发了重要性采样方法。涉及的关键问题是重要性采样密度函数的构造。在这方面,提出了一种简单的内核方法。简单内核方法的主要缺点是需要直接进行蒙特卡罗模拟才能获得重要度采样密度函数。另一方面,提出了一种自适应采样概念,其中选择每个变量均值的起点来提高重要性采样的效率。但是,当系统的故障概率很小时,不太可能获得设计点。本研究提出了一种称为自适应核方法的新算法,该算法结合并修改了自适应采样和简单核方法中的一些思想,以评估结构的可靠性。该算法的本质是选择一个合适的“设计点”,从中可以有效地生成重要性采样密度。此处修改了自适应采样的思想以获得设计点。然后可以使用从设计点生成的故障点来构造内核采样密度函数。最后,可以通过从内核密度函数中采样来计算故障概率。研究了许多示例,以说明所提出的自适应核方法在时不变和时变问题上的应用和有效性。

著录项

  • 作者

    Wang, Grace Shuchuan.;

  • 作者单位

    University of California, Irvine.;

  • 授予单位 University of California, Irvine.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 1993
  • 页码 185 p.
  • 总页数 185
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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