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    Probabilistic Identification Method of Cable Force Considering Uncertain and Missing Modal Frequencies

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 004::page 04025007-1
    Author:
    Yonghui An
    ,
    Boxu Wang
    ,
    Wei Zhu
    ,
    Binbin Li
    ,
    Jinping Ou
    DOI: 10.1061/JBENF2.BEENG-6977
    Publisher: American Society of Civil Engineers
    Abstract: Vibration-based cable force identification has been widely applied in engineering practice. The order of modes is typically required in the identification, but it may not be always available, e.g., due to uncontrolled excitations. Aiming at resolving this challenge and quantifying the uncertainty associated with the estimated cable force, a maximum likelihood estimation (MLE) approach is proposed in this paper following the two-stage system identification framework. The first stage involves the MLE of modal frequencies and quantifying their uncertainty in terms of the observed Fisher information matrix. The second stage regards the identified frequencies as measured data, and the MLE is further adopted considering the relationship between the cable force, flexural stiffness, and modal frequencies as an implicit and nonlinear equation. A semianalytical approach is then developed to iteratively maximize the likelihood function and satisfy the equality constraint, yielding an efficient implementation. The identification uncertainty of cable force is obtained by an analytical formula propagating the identification uncertainty of modal frequencies. The effectiveness of the proposed method is validated through numerical simulations and field test data, showing a good performance in estimating forces for long and short cables in the case of missing frequencies. The proposed method does not require information on the order of modal frequencies and is applicable to both the long and short cables, besides its capability in efficient calculation and uncertainty quantification, making it a practical and robust method for cable force identification.
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      Probabilistic Identification Method of Cable Force Considering Uncertain and Missing Modal Frequencies

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    contributor authorYonghui An
    contributor authorBoxu Wang
    contributor authorWei Zhu
    contributor authorBinbin Li
    contributor authorJinping Ou
    date accessioned2025-04-20T09:58:37Z
    date available2025-04-20T09:58:37Z
    date copyright1/31/2025 12:00:00 AM
    date issued2025
    identifier otherJBENF2.BEENG-6977.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303762
    description abstractVibration-based cable force identification has been widely applied in engineering practice. The order of modes is typically required in the identification, but it may not be always available, e.g., due to uncontrolled excitations. Aiming at resolving this challenge and quantifying the uncertainty associated with the estimated cable force, a maximum likelihood estimation (MLE) approach is proposed in this paper following the two-stage system identification framework. The first stage involves the MLE of modal frequencies and quantifying their uncertainty in terms of the observed Fisher information matrix. The second stage regards the identified frequencies as measured data, and the MLE is further adopted considering the relationship between the cable force, flexural stiffness, and modal frequencies as an implicit and nonlinear equation. A semianalytical approach is then developed to iteratively maximize the likelihood function and satisfy the equality constraint, yielding an efficient implementation. The identification uncertainty of cable force is obtained by an analytical formula propagating the identification uncertainty of modal frequencies. The effectiveness of the proposed method is validated through numerical simulations and field test data, showing a good performance in estimating forces for long and short cables in the case of missing frequencies. The proposed method does not require information on the order of modal frequencies and is applicable to both the long and short cables, besides its capability in efficient calculation and uncertainty quantification, making it a practical and robust method for cable force identification.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Identification Method of Cable Force Considering Uncertain and Missing Modal Frequencies
    typeJournal Article
    journal volume30
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-6977
    journal fristpage04025007-1
    journal lastpage04025007-11
    page11
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 004
    contenttypeFulltext
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