Parallel Bayesian probabilistic integration for structural reliability analysis with small failure probabilities

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL Structural Safety Pub Date : 2023-11-17 DOI:10.1016/j.strusafe.2023.102409
Zhuo Hu , Chao Dang , Lei Wang , Michael Beer
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Abstract

Bayesian active learning methods have emerged for structural reliability analysis and shown more attractive features than existing active learning methods. However, it remains a challenge to actively learn the failure probability by fully exploiting its posterior statistics. In this study, a novel Bayesian active learning method termed ‘Parallel Bayesian Probabilistic Integration’ (PBPI) is proposed for structural reliability analysis, especially when involving small failure probabilities. A pseudo posterior variance of the failure probability is first heuristically proposed for providing a pragmatic uncertainty measure over the failure probability. The variance amplified importance sampling is modified in a sequential manner to allow the estimations of posterior mean and pseudo posterior variance with a large sample population. A learning function derived from the pseudo posterior variance and a stopping criterion associated with the pseudo posterior coefficient of variance of the failure probability are then presented to enable active learning. In addition, a new adaptive multi-point selection method is developed to identify multiple sample points at each iteration without the need to predefine the number, thereby allowing parallel computing. The effectiveness of the proposed PBPI method is verified by investigating four numerical examples, including a turbine blade structural model and a transmission tower structure. Results indicate that the proposed method is capable of estimating small failure probabilities with superior accuracy and efficiency over several other existing active learning reliability methods.

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小失效概率下结构可靠性分析的并行贝叶斯概率积分
贝叶斯主动学习方法已经出现在结构可靠性分析中,并显示出比现有主动学习方法更有吸引力的特点。然而,如何充分利用故障概率的后验统计量来主动学习故障概率仍然是一个挑战。在这项研究中,提出了一种新的贝叶斯主动学习方法,称为“并行贝叶斯概率积分”(PBPI),用于结构可靠性分析,特别是当涉及小故障概率时。首先启发式地提出了失效概率的伪后验方差,为失效概率提供实用的不确定性度量。方差放大重要性抽样以顺序方式进行修改,以允许在大样本人口中估计后验均值和伪后验方差。然后提出了由伪后验方差导出的学习函数和与失效概率的伪后验方差系数相关的停止准则,以实现主动学习。此外,提出了一种新的自适应多点选择方法,无需预先定义采样点个数,即可在每次迭代中识别多个采样点,从而实现并行计算。通过涡轮叶片结构模型和输电塔结构4个数值算例验证了该方法的有效性。结果表明,与现有的几种主动学习可靠性方法相比,该方法具有较好的估计小故障概率的精度和效率。
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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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