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在线与离线模型更新混合试验精度比较研究

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为比较在线模型更新和离线模型更新混合试验的模拟精度,考察模型更新构件数量对试验精度的影响,本文以地震作用下构件的最大水平恢复力为基本指标计算构件权重系数,来评价模型更新构件对混合试验精度的影响程度.采用OpenSees软件对带BRB支撑的框架结构进行了 12 种工况下的在线和离线模型更新虚拟混合试验.结果表明:随模型更新构件数量的增加,离线模型更新方法与在线模型更新方法对混合试验精度均有不同程度提升.由于离线模型更新方法在参数识别方面的优势,试验精度提升幅度相对较大,在模型更新构件超过一定数量后试验精度将高于在线模型更新方法.基于研究结果,选择权重系数较大的构件作为试验子结构并对数值子结构进行模型更新可较大幅度提高试验精度,同时对在线与离线模型更新混合试验精度的比较结果为选择模型更新方法提供参考依据.
Study on accuracy of online and offline models updating hybrid test
In order to improve the simulation accuracy of numerical substructures in hybrid test,researchers have proposed hybrid test based on online model updating method and offline model updating method.To compare the simulation accuracy of the two model updating methods and investigate the influence of the number of model updating components on the test accuracy,in this paper,by taking the maximum horizontal restoring force of components under seismic action as the basic index,the component weight coeffi-cient is calculated to evaluate the influence of model updating components on the accuracy of hybrid test,and then OpenSees software is used to carry out online and offline model updating virtual hybrid tests under 12 working conditions for frame structures with BRB support.The results show that with the increase of the number of model updating components,the offline model updating method and the online model updating method have different degrees of improvement in the accuracy of the hybrid test.Due to the advantages of the offline model updating method in parameter identification,the simulation accuracy is relatively improved and will be higher than that of the online model updating method after the number of model update components exceeds a certain number.Based on the research results,selecting the components with large weight coefficients as the experimental substructure and updating the numerical substructure at the same time can greatly improve the experimental accuracy,and the research results provide a reference for the selection of model updating method and model updating strategy.

hybrid testonline model updatingoffline model updatingcomponent weight coefficientparameter identification

李福享、郭玉荣

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湖南大学 土木工程学院,湖南 长沙 410082

建筑安全与节能教育部重点实验室,湖南 长沙 410082

混合试验 在线模型更新 离线模型更新 构件权重系数 参数识别

国家自然科学基金国家自然科学基金

5187825951161120360

2024

世界地震工程
中国地震局工程力学研究所 中国力学学会

世界地震工程

CSTPCD北大核心
影响因子:0.523
ISSN:1007-6069
年,卷(期):2024.40(2)
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