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    An Efficient Bayesian Updating Method and Its Application in the Structural Analysis of Underground Tunnels

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 010::page 04024076-1
    Author:
    Xiancheng Li
    ,
    Xuecheng Bian
    DOI: 10.1061/JENMDT.EMENG-7783
    Publisher: American Society of Civil Engineers
    Abstract: Model updating (i.e., inverse problems) involving high-dimension and nonlinearity plays an increasingly important role in various research fields, e.g., digital twin model updating. Bayesian updating has become a robust and rigorous probabilistic means for parameter uncertainty quantification. However, it remains a challenging task to simultaneously ensure theoretically rigorous and computationally efficient solving of inverse problems involving high-dimensionality and nonlinearity. To address the issue, by applying the basic idea of subset simulation (SuS) to the ensemble Kalman filter (EnKF) that is computationally efficient and applicable to high-dimensional inverse problems, we designed an efficient Monte Carlo method, termed ensemble Kalman filter with subset simulation (EnKF-SuS). In EnKF-SuS, SuS provides a rigorous theoretical basis for guiding EnKF to adaptively search and explore the true target space(s), while avoiding the disadvantages of Markov chain Monte Carlo (MCMC)-based sampling methods by utilizing EnKF to generate updated ensemble samples. The performance of EnKF-SuS was validated and analyzed through three case studies involving multimodal posterior, strongly nonlinear, or high-dimensional problems. Moreover, based on a simplified model for longitudinal response analysis of shield tunnels, we present the application of EnKF-SuS in model updating using centrifuge data and field data, respectively. Results indicate that EnKF-SuS can accurately and efficiently sample from general target posterior distributions, especially in the tested strongly nonlinear or high-dimensional problems, and it is computationally one to two orders of magnitude faster than tested with MCMC-sampling methods.
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      An Efficient Bayesian Updating Method and Its Application in the Structural Analysis of Underground Tunnels

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    contributor authorXiancheng Li
    contributor authorXuecheng Bian
    date accessioned2024-12-24T10:26:07Z
    date available2024-12-24T10:26:07Z
    date copyright10/1/2024 12:00:00 AM
    date issued2024
    identifier otherJENMDT.EMENG-7783.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298915
    description abstractModel updating (i.e., inverse problems) involving high-dimension and nonlinearity plays an increasingly important role in various research fields, e.g., digital twin model updating. Bayesian updating has become a robust and rigorous probabilistic means for parameter uncertainty quantification. However, it remains a challenging task to simultaneously ensure theoretically rigorous and computationally efficient solving of inverse problems involving high-dimensionality and nonlinearity. To address the issue, by applying the basic idea of subset simulation (SuS) to the ensemble Kalman filter (EnKF) that is computationally efficient and applicable to high-dimensional inverse problems, we designed an efficient Monte Carlo method, termed ensemble Kalman filter with subset simulation (EnKF-SuS). In EnKF-SuS, SuS provides a rigorous theoretical basis for guiding EnKF to adaptively search and explore the true target space(s), while avoiding the disadvantages of Markov chain Monte Carlo (MCMC)-based sampling methods by utilizing EnKF to generate updated ensemble samples. The performance of EnKF-SuS was validated and analyzed through three case studies involving multimodal posterior, strongly nonlinear, or high-dimensional problems. Moreover, based on a simplified model for longitudinal response analysis of shield tunnels, we present the application of EnKF-SuS in model updating using centrifuge data and field data, respectively. Results indicate that EnKF-SuS can accurately and efficiently sample from general target posterior distributions, especially in the tested strongly nonlinear or high-dimensional problems, and it is computationally one to two orders of magnitude faster than tested with MCMC-sampling methods.
    publisherAmerican Society of Civil Engineers
    titleAn Efficient Bayesian Updating Method and Its Application in the Structural Analysis of Underground Tunnels
    typeJournal Article
    journal volume150
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-7783
    journal fristpage04024076-1
    journal lastpage04024076-21
    page21
    treeJournal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 010
    contenttypeFulltext
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