A Bayesian Structural Modal Updating Method Based on Sparse Grid and Ensemble Kalman Filter

被引:0
|
作者
Lin, Guangwei [1 ]
Zhang, Yi [1 ]
Cai, Enjian [1 ]
Luo, Min [2 ]
Guo, Jing [3 ]
机构
[1] Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R China
[2] Zhejiang Univ, Ocean Coll, Hangzhou, Zhejiang, Peoples R China
[3] Marine Environm Monitoring & Forecasting Ctr Zheji, Hangzhou, Zhejiang, Peoples R China
来源
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
DAMAGE DETECTION; MODEL; IDENTIFICATION; TRACKING; BRIDGE;
D O I
10.1155/2024/5570667
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study presents a sparse grid interpolation and ensemble Kalman filter (EnKF)-based Markov Chain Monte Carlo (MCMC) method (SG-EnMCMC). Initiating with the formulation of a recursive equation for the state space vector, derived from the structural dynamic equation, this study adopts a dimensionality reduction strategy. This approach involves a separation of physical parameters and the state space vector. The acquisition of physical parameters is accomplished through sampling, utilizing sample moments to substitute population moments, thereby mitigating the need for computationally high-dimensional covariance matrix calculations. To further streamline the recursive equation of the state space vector, a sparse grid method is employed for interpolation. This step simplifies the process while ensuring superior accuracy compared to the Extended Kalman Filter (EKF) and Unscented Kalman Filter (UKF). Subsequent to this, acceptance rates and the final parameter posterior distribution within the MCMC framework are derived. The efficiency of the proposed method is assessed through validation in two shaking table experiments.
引用
收藏
页数:17
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