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    Wind Damage to Airport: Lessons Learned

    Source: Journal of Aerospace Engineering:;1988:;Volume ( 001 ):;issue: 002
    Author:
    Henry Liu
    ,
    Fariborz Nateghi
    DOI: 10.1061/(ASCE)0893-1321(1988)1:2(105)
    Publisher: American Society of Civil Engineers
    Abstract: High winds at a maximum speed of 96 mph (43 m/s) hit the Columbia Regional Airport in Missouri on June 17, 1985, causing heavy damage to parked aircraft, hangars, building glass windows, automobiles, and so on. A post‐disaster investigation reveals a wealth of information, such as the finding that the storm was a microburst, and not a tornado as it was originally classified, that the aircraft tiedown system was flawed, that a gravel road was the principal source of damage to cars parked at the airport terminal, that the gust factor of this type of wind is much higher than normally assumed for structural design, and so on. Additional findings are that the atmospheric pressure of the storm measured was greatly affected by the wind‐generated pressure of the building in which the barometer was housed, and that west is the predominant direction of high winds at this airport. Lessons learned from the investigation can be very helpful in reducing future wind damage at airports and in improving understanding of weather data pertaining to severe storms and how to use these data in engineering practice.
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      Wind Damage to Airport: Lessons Learned

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/44629
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    contributor authorHenry Liu
    contributor authorFariborz Nateghi
    date accessioned2017-05-08T21:15:31Z
    date available2017-05-08T21:15:31Z
    date copyrightApril 1988
    date issued1988
    identifier other%28asce%290893-1321%281988%291%3A2%28105%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44629
    description abstractHigh winds at a maximum speed of 96 mph (43 m/s) hit the Columbia Regional Airport in Missouri on June 17, 1985, causing heavy damage to parked aircraft, hangars, building glass windows, automobiles, and so on. A post‐disaster investigation reveals a wealth of information, such as the finding that the storm was a microburst, and not a tornado as it was originally classified, that the aircraft tiedown system was flawed, that a gravel road was the principal source of damage to cars parked at the airport terminal, that the gust factor of this type of wind is much higher than normally assumed for structural design, and so on. Additional findings are that the atmospheric pressure of the storm measured was greatly affected by the wind‐generated pressure of the building in which the barometer was housed, and that west is the predominant direction of high winds at this airport. Lessons learned from the investigation can be very helpful in reducing future wind damage at airports and in improving understanding of weather data pertaining to severe storms and how to use these data in engineering practice.
    publisherAmerican Society of Civil Engineers
    titleWind Damage to Airport: Lessons Learned
    typeJournal Paper
    journal volume1
    journal issue2
    journal titleJournal of Aerospace Engineering
    identifier doi10.1061/(ASCE)0893-1321(1988)1:2(105)
    treeJournal of Aerospace Engineering:;1988:;Volume ( 001 ):;issue: 002
    contenttypeFulltext
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