{"title":"Exploration of Multi-Fidelity Co-Kriging and Real-Time Hybrid Simulation for Time-Dependent Seismic Performance Evaluation","authors":"Guangquan Yu , Weijie Xu , Changle Peng , Cheng Chen , Tong Guo","doi":"10.1016/j.engstruct.2025.121497","DOIUrl":null,"url":null,"abstract":"<div><div>Real-time hybrid simulation (RTHS) divides the structure under investigation into experimental and numerical substructures thus facilitates large- or even full-scale experiments beyond laboratory constraints. Traditional analysis of time-varying uncertainties necessitates extensive RTHS experiments in laboratories when parts of structures are difficult for accurate modeling due to their complexity and/or nonlinearity. To address this challenge, this study explores Co-Kriging meta-modeling and adaptive sampling with RTHS aiming for efficient time-dependent performance evaluation with limited number of RTHS tests in laboratories. The expansion optimal linear estimation method is applied to discretize random processes for time-varying uncertainties. Key informative sample points are selected through an adaptive sampling technique, while the Co-Kriging meta-model combines low-fidelity numerical simulations with high-fidelity RTHS experiments to account for time-varying uncertainties in structural response prediction. A single-degree-of-freedom structure with time-varying stiffness degradation is used in this pilot study to experimentally evaluate the accuracy and efficiency of proposed multi-fidelity approach. It is demonstrated that the Co-Kriging meta-modeling provides a promising alternative for efficient time-dependent performance evaluation to account for time-varying uncertainties especially when parts of structure are difficult for numerical modeling. Compared with single fidelity based method such as Kriging, Co-Kriging provides faster convergence thus leading to less laboratory tests.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"345 ","pages":"Article 121497"},"PeriodicalIF":6.4000,"publicationDate":"2025-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625018887","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
Real-time hybrid simulation (RTHS) divides the structure under investigation into experimental and numerical substructures thus facilitates large- or even full-scale experiments beyond laboratory constraints. Traditional analysis of time-varying uncertainties necessitates extensive RTHS experiments in laboratories when parts of structures are difficult for accurate modeling due to their complexity and/or nonlinearity. To address this challenge, this study explores Co-Kriging meta-modeling and adaptive sampling with RTHS aiming for efficient time-dependent performance evaluation with limited number of RTHS tests in laboratories. The expansion optimal linear estimation method is applied to discretize random processes for time-varying uncertainties. Key informative sample points are selected through an adaptive sampling technique, while the Co-Kriging meta-model combines low-fidelity numerical simulations with high-fidelity RTHS experiments to account for time-varying uncertainties in structural response prediction. A single-degree-of-freedom structure with time-varying stiffness degradation is used in this pilot study to experimentally evaluate the accuracy and efficiency of proposed multi-fidelity approach. It is demonstrated that the Co-Kriging meta-modeling provides a promising alternative for efficient time-dependent performance evaluation to account for time-varying uncertainties especially when parts of structure are difficult for numerical modeling. Compared with single fidelity based method such as Kriging, Co-Kriging provides faster convergence thus leading to less laboratory tests.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.