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    City-Scale Typhoon Hazard Analysis and Field Monitoring of Wind Effects on Skyscrapers during Super Typhoon Mangkhut

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004::page 04022008
    Author:
    Q. S. Li
    ,
    J. Y. He
    ,
    K. Zhou
    ,
    X. Li
    ,
    P. W. Chan
    ,
    L. Li
    DOI: 10.1061/(ASCE)ST.1943-541X.0003302
    Publisher: ASCE
    Abstract: Because of the growing vulnerability of coastal regions to tropical cyclone (TC), or typhoon and hurricane, hazards under climate variability, a thorough knowledge of TC wind characteristics and wind effects on high-rise buildings is highly desired for efficient TC risk mitigation in coastal cities. This paper presents a city-scale typhoon hazard assessment and field monitoring study of wind effects on skyscrapers in a coastal metropolis (Shenzhen, China) during the record-breaking Super Typhoon Mangkhut. Spatiotemporal variation of wind fields over the metropolis was investigated using synchronous wind observations from a network of weather stations and a 356-m-high meteorological tower. Typhoon hazard in the coastal city was assessed through the typhoon hazard map obtained by numerical simulations and validated by wind observations. Wind-induced vibrations and time-varying structural dynamic properties of two representative skyscrapers with heights of 600 and 392 m in Shenzhen were analyzed to determine the dynamic performance and serviceability of the monitored high-rise buildings under violent wind excitations. This integrated city-scale field monitoring and numerical study furthers the understanding of TC wind characteristics in the urban environment, and facilitates the wind-resistant design of future skyscrapers in TC-prone regions.
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      City-Scale Typhoon Hazard Analysis and Field Monitoring of Wind Effects on Skyscrapers during Super Typhoon Mangkhut

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282439
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    • Journal of Structural Engineering

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    contributor authorQ. S. Li
    contributor authorJ. Y. He
    contributor authorK. Zhou
    contributor authorX. Li
    contributor authorP. W. Chan
    contributor authorL. Li
    date accessioned2022-05-07T20:26:47Z
    date available2022-05-07T20:26:47Z
    date issued2022-01-18
    identifier other(ASCE)ST.1943-541X.0003302.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282439
    description abstractBecause of the growing vulnerability of coastal regions to tropical cyclone (TC), or typhoon and hurricane, hazards under climate variability, a thorough knowledge of TC wind characteristics and wind effects on high-rise buildings is highly desired for efficient TC risk mitigation in coastal cities. This paper presents a city-scale typhoon hazard assessment and field monitoring study of wind effects on skyscrapers in a coastal metropolis (Shenzhen, China) during the record-breaking Super Typhoon Mangkhut. Spatiotemporal variation of wind fields over the metropolis was investigated using synchronous wind observations from a network of weather stations and a 356-m-high meteorological tower. Typhoon hazard in the coastal city was assessed through the typhoon hazard map obtained by numerical simulations and validated by wind observations. Wind-induced vibrations and time-varying structural dynamic properties of two representative skyscrapers with heights of 600 and 392 m in Shenzhen were analyzed to determine the dynamic performance and serviceability of the monitored high-rise buildings under violent wind excitations. This integrated city-scale field monitoring and numerical study furthers the understanding of TC wind characteristics in the urban environment, and facilitates the wind-resistant design of future skyscrapers in TC-prone regions.
    publisherASCE
    titleCity-Scale Typhoon Hazard Analysis and Field Monitoring of Wind Effects on Skyscrapers during Super Typhoon Mangkhut
    typeJournal Paper
    journal volume148
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003302
    journal fristpage04022008
    journal lastpage04022008-17
    page17
    treeJournal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004
    contenttypeFulltext
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