Soft Monte Carlo Simulation for imprecise probability estimation: A dimension reduction-based approach

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Azam Abdollahi , Hossein Shahraki , Matthias G.R. Faes , Mohsen Rashki
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引用次数: 0

Abstract

This paper proposes an efficient solution for solving hybrid reliability problems involving random and interval variables. To meet this aim, using the soft Monte Carlo (SMC) method, a solution is proposed that breaks the random variables space into local 1-D coordinates and then, considers 1-D coordinate as an additional dimension of interval variables. Accordingly, using an optimization in increased interval variables space, the upper and lower bounds of failure probability for each 1-D problem are estimated. In addition, the total failure probabilities are presented as the mathematical expectation of the obtained probability bounds for 1-D coordinates. Then, it is shown that this approach is fit for application of univariate dimension reduction method to reduce the function calls of analysis in the optimization phase. This approach is validated by solving benchmark reliability problems as well as the application of the proposed method for solving real world engineering problems investigated by solving hybrid reliability analysis of reinforced concrete columns. It is shown that the proposed approach efficiently approximates the failure probability bound of problems with moderate nonlinear limit state functions with high accuracy.

不精确概率估计的软蒙特卡罗模拟:一种基于降维的方法
本文提出了一种求解随机变量和区间变量混合可靠性问题的有效方法。为了实现这一目标,使用软蒙特卡罗(SMC)方法,提出了一种解决方案,将随机变量空间分解为局部一维坐标,然后将一维坐标视为区间变量的附加维度。因此,使用增加区间变量空间中的优化,估计每个一维问题的失败概率的上界和下界。此外,总失效概率被表示为对所获得的一维坐标的概率边界的数学期望。然后,该方法适用于单变量降维方法,以减少优化阶段分析的函数调用。该方法通过求解基准可靠度问题以及所提出的方法在解决钢筋混凝土柱混合可靠度分析中的实际工程问题中的应用得到了验证。结果表明,该方法能高精度地逼近具有中等非线性极限状态函数的问题的失效概率界。
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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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