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    Engineering Analysis of a Full-Scale High-Resolution Tornado Wind Speed Record

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author:
    Lombardo Franklin T.
    DOI: 10.1061/(ASCE)ST.1943-541X.0001942
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional (3D) sonic anemometer at a height of 2.5 m serendipitously recorded a tornado event in Arizona on October 6, 21. The anemometer, which was in place for carbon flux experiments and sampling at 2 Hz, recorded a peak instantaneous wind speed of 83  m/s. Over a 45-s period, which included the peak wind speed, the wind speed and direction time history showed evidence of seven distinct periods of behavior. These periods corresponded to rapid changes in wind speed (i.e., acceleration) and wind direction. This period also included significant positive and negative vertical wind speeds. Although 9 s of recorded data in this period was missing due to issues with data recording, these data could be an invaluable starting point for the future of tornado-based structural design. Analyzing the record in the context of wind engineering, variables and statistics typically used in wind engineering showed marked differences from those assumed in wind load codes and standards, including large gust factors for very short averaging times and significant changes in pressure coefficients for a roof corner. These differences should be further researched and quantified.
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      Engineering Analysis of a Full-Scale High-Resolution Tornado Wind Speed Record

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    contributor authorLombardo Franklin T.
    date accessioned2019-02-26T07:38:33Z
    date available2019-02-26T07:38:33Z
    date issued2018
    identifier other%28ASCE%29ST.1943-541X.0001942.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248453
    description abstractA three-dimensional (3D) sonic anemometer at a height of 2.5 m serendipitously recorded a tornado event in Arizona on October 6, 21. The anemometer, which was in place for carbon flux experiments and sampling at 2 Hz, recorded a peak instantaneous wind speed of 83  m/s. Over a 45-s period, which included the peak wind speed, the wind speed and direction time history showed evidence of seven distinct periods of behavior. These periods corresponded to rapid changes in wind speed (i.e., acceleration) and wind direction. This period also included significant positive and negative vertical wind speeds. Although 9 s of recorded data in this period was missing due to issues with data recording, these data could be an invaluable starting point for the future of tornado-based structural design. Analyzing the record in the context of wind engineering, variables and statistics typically used in wind engineering showed marked differences from those assumed in wind load codes and standards, including large gust factors for very short averaging times and significant changes in pressure coefficients for a roof corner. These differences should be further researched and quantified.
    publisherAmerican Society of Civil Engineers
    titleEngineering Analysis of a Full-Scale High-Resolution Tornado Wind Speed Record
    typeJournal Paper
    journal volume144
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001942
    page4017212
    treeJournal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    contenttypeFulltext
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