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    Bayesian Operational Modal Analysis with Interactive Optimization for Model Updating of Large-Size UHV Transmission Towers

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 012::page 04023184-1
    Author:
    Yanming Zhu
    ,
    Qing Sun
    ,
    Chao Zhao
    ,
    Hao Qi
    ,
    Youhua Su
    DOI: 10.1061/JSENDH.STENG-12503
    Publisher: ASCE
    Abstract: Up to date, few studies on the dynamic characteristics analysis and model updating of large-size ultrahigh-voltage (UHV) transmission towers with long cross arms have been conducted due to the lack of onsite measurement data. In this paper, a framework for vibration test–based dynamic characteristics analysis and model updating of UHV transmission towers is proposed using a fast Bayesian fast Fourier transform (FFT) method with an interactive optimization approach. The dynamic response of a T-shaped ±800-kV UHV transmission tower is achieved by performing an ambient vibration test. The dynamic characteristic parameters (frequencies, damping ratios, and mode shapes) of the structure are obtained by using the fast Bayesian FFT method. Meanwhile, the relevant uncertainty of the identified parameters is also quantified. Then, an interactive optimization approach is presented to update the model using a set of automatic model correction schemes based on the particle swarm optimization algorithm. The interactive optimization approach is implemented by the continuous iteration process between the software MATLAB and ANSYS. The proposed interacting pattern could be well applied to the model updating of the transmission towers. This study could provide a reference for the field test, structural design, and safety evaluation of UHV transmission towers.
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      Bayesian Operational Modal Analysis with Interactive Optimization for Model Updating of Large-Size UHV Transmission Towers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296238
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    contributor authorYanming Zhu
    contributor authorQing Sun
    contributor authorChao Zhao
    contributor authorHao Qi
    contributor authorYouhua Su
    date accessioned2024-04-27T20:55:03Z
    date available2024-04-27T20:55:03Z
    date issued2023/12/01
    identifier other10.1061-JSENDH.STENG-12503.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296238
    description abstractUp to date, few studies on the dynamic characteristics analysis and model updating of large-size ultrahigh-voltage (UHV) transmission towers with long cross arms have been conducted due to the lack of onsite measurement data. In this paper, a framework for vibration test–based dynamic characteristics analysis and model updating of UHV transmission towers is proposed using a fast Bayesian fast Fourier transform (FFT) method with an interactive optimization approach. The dynamic response of a T-shaped ±800-kV UHV transmission tower is achieved by performing an ambient vibration test. The dynamic characteristic parameters (frequencies, damping ratios, and mode shapes) of the structure are obtained by using the fast Bayesian FFT method. Meanwhile, the relevant uncertainty of the identified parameters is also quantified. Then, an interactive optimization approach is presented to update the model using a set of automatic model correction schemes based on the particle swarm optimization algorithm. The interactive optimization approach is implemented by the continuous iteration process between the software MATLAB and ANSYS. The proposed interacting pattern could be well applied to the model updating of the transmission towers. This study could provide a reference for the field test, structural design, and safety evaluation of UHV transmission towers.
    publisherASCE
    titleBayesian Operational Modal Analysis with Interactive Optimization for Model Updating of Large-Size UHV Transmission Towers
    typeJournal Article
    journal volume149
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-12503
    journal fristpage04023184-1
    journal lastpage04023184-16
    page16
    treeJournal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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