{"title":"加性泊松白噪声下KF方程和RDKF方程的单元重归一化解","authors":"Jinheng Song , Jie Li","doi":"10.1016/j.strusafe.2025.102649","DOIUrl":null,"url":null,"abstract":"<div><div>Poisson white noise is frequently occurring in various engineering applications. Consequently, solving the stochastic dynamic response of structures subjected to Poisson white noise excitation constitutes a crucial research challenge. In this paper, using the Kolmogorov–Feller (KF) and reduced-dimensional KF (RDKF) equations, a highly efficient numerical approach is proposed for determining the probability distribution of the response. The process begins by generating Poisson white noise using stochastic harmonic function and subsequently computing the dynamic response of the structure. The cell renormalized method is then employed to compute the derivate moments at the centers of each cell. Following this, Gaussian Process Regression (GPR) is utilized to model the continuous derivate moments curve or surface within the state space. Finally, the path integral solution is applied to solve the KF and RDKF equations, ultimately yielding the desired probability distribution of the structural response. To highlight the advantages of the proposed methodology, a series of numerical examples, including one and two dimensional scenarios, linear and nonlinear systems, are all employed to substantiate the applicability of proposed method.</div></div>","PeriodicalId":21978,"journal":{"name":"Structural Safety","volume":"118 ","pages":"Article 102649"},"PeriodicalIF":6.3000,"publicationDate":"2025-09-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"The cell renormalized method for the solution of KF equation and RDKF equation under additive Poisson white noise\",\"authors\":\"Jinheng Song , Jie Li\",\"doi\":\"10.1016/j.strusafe.2025.102649\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Poisson white noise is frequently occurring in various engineering applications. Consequently, solving the stochastic dynamic response of structures subjected to Poisson white noise excitation constitutes a crucial research challenge. In this paper, using the Kolmogorov–Feller (KF) and reduced-dimensional KF (RDKF) equations, a highly efficient numerical approach is proposed for determining the probability distribution of the response. The process begins by generating Poisson white noise using stochastic harmonic function and subsequently computing the dynamic response of the structure. The cell renormalized method is then employed to compute the derivate moments at the centers of each cell. Following this, Gaussian Process Regression (GPR) is utilized to model the continuous derivate moments curve or surface within the state space. Finally, the path integral solution is applied to solve the KF and RDKF equations, ultimately yielding the desired probability distribution of the structural response. To highlight the advantages of the proposed methodology, a series of numerical examples, including one and two dimensional scenarios, linear and nonlinear systems, are all employed to substantiate the applicability of proposed method.</div></div>\",\"PeriodicalId\":21978,\"journal\":{\"name\":\"Structural Safety\",\"volume\":\"118 \",\"pages\":\"Article 102649\"},\"PeriodicalIF\":6.3000,\"publicationDate\":\"2025-09-16\",\"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/S0167473025000773\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structural Safety","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0167473025000773","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}
The cell renormalized method for the solution of KF equation and RDKF equation under additive Poisson white noise
Poisson white noise is frequently occurring in various engineering applications. Consequently, solving the stochastic dynamic response of structures subjected to Poisson white noise excitation constitutes a crucial research challenge. In this paper, using the Kolmogorov–Feller (KF) and reduced-dimensional KF (RDKF) equations, a highly efficient numerical approach is proposed for determining the probability distribution of the response. The process begins by generating Poisson white noise using stochastic harmonic function and subsequently computing the dynamic response of the structure. The cell renormalized method is then employed to compute the derivate moments at the centers of each cell. Following this, Gaussian Process Regression (GPR) is utilized to model the continuous derivate moments curve or surface within the state space. Finally, the path integral solution is applied to solve the KF and RDKF equations, ultimately yielding the desired probability distribution of the structural response. To highlight the advantages of the proposed methodology, a series of numerical examples, including one and two dimensional scenarios, linear and nonlinear systems, are all employed to substantiate the applicability of proposed method.
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