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Interval reliability analysis under the specification of statistical information on the input variables

机译:根据输入变量的统计信息规范进行区间可靠性分析

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Structural reliability analysis should often face the problem that there is uncertainty about the probabilistic specification of the input random variables implied in a specific problem. In the poorest information case only the knowledge of intervals of fluctuation is available, while the opposite situation is that of a full specification of the joint distribution function of the variables. Parametric or non parametric probability boxes, arising from basic statistical tools such as confidence intervals or Kolmogorov-Smirnov distance, are intermediate situations. In any case, random or fixed intervals emerge for describing eitheistribution parameters under epistemic uncertainty. A crude Monte Carlo simulation for assessing the corresponding interval of the failure probability requires the solution of a double optimization problem for each probability level of the limit state function. This, obviously, implies a prohibitive computational labor. In this paper a method for drastically simplifying this task is proposed. The method exploits the ordering statistics representation property of the reliability plot, which is shown to approximately obey an orthogonal hyperbolic pattern. Accordingly a two-level FORM approach with relaxed accuracy constraints is used to derive the polar vectors for building two plots, one for the input variable space and the second to the epistemic uncertainty space. Using a variety of examples, it is demonstrated that the extrema of the failure probability are contained amongst the samples located in specific sectors of the upper level plot as indicated by the hyperbolae. This means that, after solving the two-level FORM problem, it suffices to calculate the failure probability (or the reliability index) for a small number of mean samples thus selected. Obviously, the method yields the same reliability interval estimates as the crude two-level Monte Carlo because its samples are underlying in it. (C) 2016 Elsevier Ltd. All rights reserved.
机译:结构可靠性分析应经常面临这样一个问题,即特定问题中隐含的输入随机变量的概率规格不确定。在最差的信息情况下,只有波动间隔的知识可用,而相反的情况是变量联合分布函数的完整说明。由基本统计工具(如置信区间或Kolmogorov-Smirnov距离)产生的参数或非参数概率框是中间情况。在任何情况下,都会出现随机或固定间隔来描述认知不确定性下的人体分布参数。用于评估失效概率的相应间隔的粗略蒙特卡洛模拟要求针对极限状态函数的每个概率水平解决双重优化问题。显然,这意味着禁止的计算工作。本文提出了一种大大简化该任务的方法。该方法利用了可靠性图的排序统计量表示属性,该属性显示为近似服从正交双曲线模式。因此,使用具有放松的精度约束的两级FORM方法来导出用于构建两个图的极坐标向量,一个用于输入变量空间,第二个用于认知不确定性空间。使用各种示例,证明了失败概率的极值包含在位于上层曲线特定扇区的样本中,如双曲线所示。这意味着,在解决了两级FORM问题之后,足以计算出如此选择的少量平均样本的失败概率(或可靠性指标)。显然,该方法产生的可靠性区间估计与粗略两级蒙特卡洛方法相同,因为其样本位于其中。 (C)2016 Elsevier Ltd.保留所有权利。

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