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    Modeling Multidimensional Multivariate Turbulent Wind Fields Using a Correlated Turbulence Wave Number–Frequency Spectral Representation Method

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 004::page 04023010-1
    Author:
    Yun Liu
    ,
    Hao Wang
    ,
    Zidong Xu
    ,
    Jian Li
    ,
    Tong Wu
    ,
    Jianxiao Mao
    DOI: 10.1061/JENMDT.EMENG-6856
    Publisher: American Society of Civil Engineers
    Abstract: Accurate and efficient simulation of turbulent stochastic fields lays a solid foundation for dynamic response analysis and reliability evaluation of wind-sensitive structures. In this paper, a correlated-turbulence wave number–frequency spectral representation method (CT-WSRM) is proposed for simulating turbulent wind fields. Turbulent spectra that consider the correlation of turbulence are established using wind data measured during Typhoon Yanhua at the Ma’anshan Yangtze River (MYR) Bridge site in China. Using the established spectra, a customized turbulence wave number–frequency spectra density (WSD) matrix is defined and adopted in the proposed CT-WSRM. The proposed method can be utilized to simulate multidimensional multivariate two dimensional-three variate (2D-3V) spatial-temporal turbulent wind fields. In addition, a dimension-reduction model is introduced to describe turbulent wind fields in the probability density level within three random variables. The fast Fourier transform (FFT) algorithm is also embedded in the CT-WSRM to alleviate the computational burden. The stochastic turbulent wind fields for the MYR Bridge were simulated. Results demonstrated the effectiveness of the proposed method against the measured turbulent spectra. This method can be further utilized in the dynamic reliability analysis, providing structural reliability evaluation from the probabilistic view.
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      Modeling Multidimensional Multivariate Turbulent Wind Fields Using a Correlated Turbulence Wave Number–Frequency Spectral Representation Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292642
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    contributor authorYun Liu
    contributor authorHao Wang
    contributor authorZidong Xu
    contributor authorJian Li
    contributor authorTong Wu
    contributor authorJianxiao Mao
    date accessioned2023-08-16T19:01:35Z
    date available2023-08-16T19:01:35Z
    date issued2023/04/01
    identifier otherJENMDT.EMENG-6856.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292642
    description abstractAccurate and efficient simulation of turbulent stochastic fields lays a solid foundation for dynamic response analysis and reliability evaluation of wind-sensitive structures. In this paper, a correlated-turbulence wave number–frequency spectral representation method (CT-WSRM) is proposed for simulating turbulent wind fields. Turbulent spectra that consider the correlation of turbulence are established using wind data measured during Typhoon Yanhua at the Ma’anshan Yangtze River (MYR) Bridge site in China. Using the established spectra, a customized turbulence wave number–frequency spectra density (WSD) matrix is defined and adopted in the proposed CT-WSRM. The proposed method can be utilized to simulate multidimensional multivariate two dimensional-three variate (2D-3V) spatial-temporal turbulent wind fields. In addition, a dimension-reduction model is introduced to describe turbulent wind fields in the probability density level within three random variables. The fast Fourier transform (FFT) algorithm is also embedded in the CT-WSRM to alleviate the computational burden. The stochastic turbulent wind fields for the MYR Bridge were simulated. Results demonstrated the effectiveness of the proposed method against the measured turbulent spectra. This method can be further utilized in the dynamic reliability analysis, providing structural reliability evaluation from the probabilistic view.
    publisherAmerican Society of Civil Engineers
    titleModeling Multidimensional Multivariate Turbulent Wind Fields Using a Correlated Turbulence Wave Number–Frequency Spectral Representation Method
    typeJournal Article
    journal volume149
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-6856
    journal fristpage04023010-1
    journal lastpage04023010-13
    page13
    treeJournal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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