A novel model and simulation method for multivariate Gaussian fields involving nonlinear probabilistic dependencies and different variable-wise spatial variabilities

IF 11 1区 工程技术 Q1 ENGINEERING, INDUSTRIAL Reliability Engineering & System Safety Pub Date : 2025-08-01 Epub Date: 2025-02-27 DOI:10.1016/j.ress.2025.110963
Meng-Ze Lyu , Yang-Yi Liu , Jian-Bing Chen
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Abstract

The inherent randomness of engineering structures significantly influences the analysis of structural stochastic responses and safety assessments. It is critical to quantify the three aspects of random fields, including the randomness of individual variables, the probabilistic interdependence among multiple variables, and the spatiotemporal correlation of fields. This paper introduces a novel modeling framework for multivariate fields that accommodates both nonlinear probabilistic dependencies captured through copula, and the distinct spatial variability of individual fields described by correlation functions. Specifically, the framework defines a new analytical function, termed the bridge function, which establishes the relationship between the correlation functions of two fields governed by any copula structure. This proves the consistency of the new model, i.e., the copula function, as a between-variable constraint, allows the spatial correlation function of different variables to be freely selected, either with different correlation length or even with different shape. Further, to facilitate simulation, by the bridge function samples from multiple independent Gaussian fields can be onverted into those of multivariate fields that involve the specified vine copula dependencies and individual correlation functions. This approach addresses the challenge of simultaneously satisfying nonlinear dependencies and spatial variability in multivariate field simulations. The paper details the analytical expressions and numerical solution procedures for the bridge function, along with a comprehensive simulation method that integrates vine-copula-based conditional sampling and stochastic harmonic functions. The effectiveness of the proposed method is validated through various engineering application case studies, demonstrating its potential for accurate uncertainty quantification in complex engineering scenarios.
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一种涉及非线性概率依赖和不同空间变量的多元高斯场的新模型和仿真方法
工程结构固有的随机性对结构随机响应分析和安全评价有重要影响。量化随机场的三个方面是至关重要的,包括个体变量的随机性、多变量之间的概率依赖性和场的时空相关性。本文介绍了一种新的多变量场建模框架,该框架既能适应通过联结函数捕获的非线性概率依赖,又能适应由相关函数描述的单个场的明显空间变异性。具体而言,该框架定义了一个新的解析函数,称为桥函数,它建立了由任何联结结构控制的两个场的相关函数之间的关系。这证明了新模型的一致性,即copula函数作为变量间约束,可以自由选择不同变量的空间关联函数,可以选择不同的关联长度,甚至可以选择不同的形状。此外,为了便于模拟,通过桥函数,可以将来自多个独立高斯场的样本转换为涉及指定的vine copula依赖关系和单个相关函数的多变量场的样本。该方法解决了在多变量场模拟中同时满足非线性依赖和空间变异性的挑战。本文详细介绍了桥梁函数的解析表达式和数值求解过程,并提出了一种结合基于vine-copula的条件抽样和随机调和函数的综合模拟方法。通过各种工程应用案例研究验证了该方法的有效性,证明了其在复杂工程场景中精确量化不确定性的潜力。
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来源期刊
Reliability Engineering & System Safety
Reliability Engineering & System Safety 管理科学-工程:工业
CiteScore
15.20
自引率
39.50%
发文量
621
审稿时长
67 days
期刊介绍: Elsevier publishes Reliability Engineering & System Safety in association with the European Safety and Reliability Association and the Safety Engineering and Risk Analysis Division. The international journal is devoted to developing and applying methods to enhance the safety and reliability of complex technological systems, like nuclear power plants, chemical plants, hazardous waste facilities, space systems, offshore and maritime systems, transportation systems, constructed infrastructure, and manufacturing plants. The journal normally publishes only articles that involve the analysis of substantive problems related to the reliability of complex systems or present techniques and/or theoretical results that have a discernable relationship to the solution of such problems. An important aim is to balance academic material and practical applications.
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