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    Probabilistic Gust Factor Model of Typhoon Winds

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 001::page 04023205-1
    Author:
    Genshen Fang
    ,
    Zihang Liu
    ,
    Weichiang Pang
    ,
    Lin Zhao
    ,
    Kun Xu
    ,
    Shuyang Cao
    ,
    Yaojun Ge
    DOI: 10.1061/JSENDH.STENG-11997
    Publisher: ASCE
    Abstract: The gust factor commonly is used in wind engineering community to convert mean wind speeds into gusty winds, which exhibit significant variability in real observations of typhoon winds. This study proposes a probabilistic gust factor model that accounts for uncertainties of wind speed statistics. The statistical characteristics of wind speed from nine typhoons, including the mean, standard deviation, skewness, kurtosis, power spectral density (PSD) parameter, peak factor, and gust factor, were examined. The effects of nonstationary characteristics in terms of time-varying mean wind speed and non-Gaussian attributes of fluctuating winds on the gust factor are discussed. These wind speed statistics were incorporated into a non-Gaussian moment-based translation model to perform the Monte Carlo simulation of peak factor and gust factor. The simulation results for different gust durations were juxtaposed with observations to substantiate the accuracy of the probabilistic model. Subsequently, a standardization framework for estimating site-specific probabilistic gust factor curves was developed. This approach was applied to determine the gust typhoon wind speed hazard curve at a real bridge site with flat open terrain. The present model enables the consideration of gust factor dispersion to achieve a probabilistic gust wind hazard curve and facilitate the development of performance-based wind engineering.
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      Probabilistic Gust Factor Model of Typhoon Winds

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4296738
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    contributor authorGenshen Fang
    contributor authorZihang Liu
    contributor authorWeichiang Pang
    contributor authorLin Zhao
    contributor authorKun Xu
    contributor authorShuyang Cao
    contributor authorYaojun Ge
    date accessioned2024-04-27T22:28:31Z
    date available2024-04-27T22:28:31Z
    date issued2024/01/01
    identifier other10.1061-JSENDH.STENG-11997.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296738
    description abstractThe gust factor commonly is used in wind engineering community to convert mean wind speeds into gusty winds, which exhibit significant variability in real observations of typhoon winds. This study proposes a probabilistic gust factor model that accounts for uncertainties of wind speed statistics. The statistical characteristics of wind speed from nine typhoons, including the mean, standard deviation, skewness, kurtosis, power spectral density (PSD) parameter, peak factor, and gust factor, were examined. The effects of nonstationary characteristics in terms of time-varying mean wind speed and non-Gaussian attributes of fluctuating winds on the gust factor are discussed. These wind speed statistics were incorporated into a non-Gaussian moment-based translation model to perform the Monte Carlo simulation of peak factor and gust factor. The simulation results for different gust durations were juxtaposed with observations to substantiate the accuracy of the probabilistic model. Subsequently, a standardization framework for estimating site-specific probabilistic gust factor curves was developed. This approach was applied to determine the gust typhoon wind speed hazard curve at a real bridge site with flat open terrain. The present model enables the consideration of gust factor dispersion to achieve a probabilistic gust wind hazard curve and facilitate the development of performance-based wind engineering.
    publisherASCE
    titleProbabilistic Gust Factor Model of Typhoon Winds
    typeJournal Article
    journal volume150
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-11997
    journal fristpage04023205-1
    journal lastpage04023205-18
    page18
    treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 001
    contenttypeFulltext
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    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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