{"title":"Real-Time Hybrid Simulation With EGO-Based Online Model Updating","authors":"Weipeng Zhong, Changle Peng, Tong Guo, Zaixian Chen, Cheng Chen, Weijie Xu","doi":"10.1002/eqe.4333","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>Real-time hybrid simulation (RTHS) integrates numerical simulation and physical experiment to provide an effective and efficient technique for large- or full-scale testing in size-limited laboratories. Real-time hybrid simulation with model updating (RTHSMU) further expands RTHS beyond the laboratory capacities. Numerical substructure parameters are corrected by model updating based on test data acquired from the experimentally tested physical substructure. Structures with multiple similar critical components can then be tested in a more economical and efficient way. This study presents a new model updating method for RTHSMU based on efficient global optimization (EGO). Kriging meta-model is used to construct the complex relationship between constitutive parameters and structural response errors. EGO and moving window techniques are integrated to identify model parameters to achieve efficient adaptive sampling with minimal computational cost. A two-story steel moment resisting frame with self-centering viscous dampers is used to experimentally verify the efficacy of the proposed method. Compared with widely used unscented Kalman filter, the proposed method has advantages of ease of use and shows similar or better performance. Identified parameters from the proposed method are further shown to effectively improve the accuracy of structural responses under different ground motion excitations.</p>\n </div>","PeriodicalId":11390,"journal":{"name":"Earthquake Engineering & Structural Dynamics","volume":"54 6","pages":"1759-1774"},"PeriodicalIF":4.3000,"publicationDate":"2025-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Earthquake Engineering & Structural Dynamics","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/eqe.4333","RegionNum":2,"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) integrates numerical simulation and physical experiment to provide an effective and efficient technique for large- or full-scale testing in size-limited laboratories. Real-time hybrid simulation with model updating (RTHSMU) further expands RTHS beyond the laboratory capacities. Numerical substructure parameters are corrected by model updating based on test data acquired from the experimentally tested physical substructure. Structures with multiple similar critical components can then be tested in a more economical and efficient way. This study presents a new model updating method for RTHSMU based on efficient global optimization (EGO). Kriging meta-model is used to construct the complex relationship between constitutive parameters and structural response errors. EGO and moving window techniques are integrated to identify model parameters to achieve efficient adaptive sampling with minimal computational cost. A two-story steel moment resisting frame with self-centering viscous dampers is used to experimentally verify the efficacy of the proposed method. Compared with widely used unscented Kalman filter, the proposed method has advantages of ease of use and shows similar or better performance. Identified parameters from the proposed method are further shown to effectively improve the accuracy of structural responses under different ground motion excitations.
期刊介绍:
Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following:
ground motions for analysis and design
geotechnical earthquake engineering
probabilistic and deterministic methods of dynamic analysis
experimental behaviour of structures
seismic protective systems
system identification
risk assessment
seismic code requirements
methods for earthquake-resistant design and retrofit of structures.