Zhiqiang Wan , Weifeng Tao , Xiuli Wang , Yuan Gao
{"title":"Propagation of hybrid uncertainty by synthesizing B-spline chaos and augmented change of probability measure","authors":"Zhiqiang Wan , Weifeng Tao , Xiuli Wang , Yuan Gao","doi":"10.1016/j.strusafe.2024.102524","DOIUrl":null,"url":null,"abstract":"<div><p>Acquiring engineering data is frequently expensive, resulting in sparse data that may lead to a lack of knowledge for design and analysis. Thus, it is not always feasible to precisely determine the probability density functions (PDFs) of uncertain model parameters. Under such circumstances that involve simultaneous aleatory and epistemic uncertainties, repeated uncertainty propagation (UP) analysis is generally required. In this paper, a novel approach for hybrid UP is proposed by integrating B-spline chaos and augmented change of probability measure (aCOM) for meeting different goals. The B-spline chaos is adopted to represent the complicated computational model as a function of an arbitrary input random variable, while the aCOM is employed to reconstruct the PDF of the model output when the input PDF is changed due to epistemic uncertainty. In the case of small epistemic uncertainty, hybrid UP can be achieved directly by changing the assigned probabilities of existing sample results. While in the case of large epistemic uncertainty, additional samples from an augmenting PDF are generated. The proposed method is compatible with both cases. The numerical algorithm of the proposed method is presented and illustrated by four benchmark problems. Further, the accuracy and efficiency of the proposed method are substantiated by four numerical examples compared with analytical solutions or Monte Carlo simulations. An attempt to enhance the proposed method with the aid of active subspace methods to handle high-dimensional problems is also discussed in this work. The limitations and potential improvements of the proposed approach are outlined as well.</p></div>","PeriodicalId":21978,"journal":{"name":"Structural Safety","volume":"111 ","pages":"Article 102524"},"PeriodicalIF":5.7000,"publicationDate":"2024-08-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structural Safety","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S016747302400095X","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
Acquiring engineering data is frequently expensive, resulting in sparse data that may lead to a lack of knowledge for design and analysis. Thus, it is not always feasible to precisely determine the probability density functions (PDFs) of uncertain model parameters. Under such circumstances that involve simultaneous aleatory and epistemic uncertainties, repeated uncertainty propagation (UP) analysis is generally required. In this paper, a novel approach for hybrid UP is proposed by integrating B-spline chaos and augmented change of probability measure (aCOM) for meeting different goals. The B-spline chaos is adopted to represent the complicated computational model as a function of an arbitrary input random variable, while the aCOM is employed to reconstruct the PDF of the model output when the input PDF is changed due to epistemic uncertainty. In the case of small epistemic uncertainty, hybrid UP can be achieved directly by changing the assigned probabilities of existing sample results. While in the case of large epistemic uncertainty, additional samples from an augmenting PDF are generated. The proposed method is compatible with both cases. The numerical algorithm of the proposed method is presented and illustrated by four benchmark problems. Further, the accuracy and efficiency of the proposed method are substantiated by four numerical examples compared with analytical solutions or Monte Carlo simulations. An attempt to enhance the proposed method with the aid of active subspace methods to handle high-dimensional problems is also discussed in this work. The limitations and potential improvements of the proposed approach are outlined as well.
获取工程数据的成本往往很高,导致数据稀少,可能会造成设计和分析知识的匮乏。因此,精确确定不确定模型参数的概率密度函数 (PDF) 并不总是可行的。在这种情况下,如果同时存在可知的不确定性和认识的不确定性,通常需要反复进行不确定性传播(UP)分析。本文通过整合 B-样条混沌和增强概率度量变化(aCOM),提出了一种新的混合 UP 方法,以实现不同的目标。B 样条混沌用于将复杂的计算模型表示为任意输入随机变量的函数,而 aCOM 则用于在认识不确定性导致输入 PDF 发生变化时重建模型输出的 PDF。在认识不确定性较小的情况下,可以通过改变现有样本结果的分配概率直接实现混合 UP。而在认识不确定性较大的情况下,则需要从增强 PDF 中生成额外样本。所提出的方法兼容这两种情况。本文介绍了所提方法的数值算法,并通过四个基准问题进行了说明。此外,通过与分析解或蒙特卡罗模拟比较的四个数值示例,证明了所提方法的准确性和效率。本研究还讨论了如何借助主动子空间方法来增强所提出的方法,以处理高维问题。此外,还概述了所提方法的局限性和潜在改进之处。
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