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    Solutions for Wind-Induced Fabric Structure Failures with Case Studies in the United States Air Force

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005::page 04021067-1
    Author:
    John W. Stiles
    DOI: 10.1061/(ASCE)CF.1943-5509.0001628
    Publisher: ASCE
    Abstract: This case study examines seven wind-induced fabric structure failure incidents involving 57 aircraft sunshades or aircraft maintenance structures at air bases across the globe between 2011 and 2019. The failures were identified with the assistance of the Air Force Safety Center, the Air Force Civil Engineer Center, and by interviews conducted by the author. The structures were a fabric on frame construction with size ranging from 740 to 1,200  m2 (7,965 to 12,917  ft2). The frames were made from either steel or aluminum. The majority of the structures were installed on existing airfield concrete parking aprons, with the remainder installed on soil. The majority of the structures examined failed under wind speeds between 80 and 145  km/h (50 and 90 mph), below design wind limits in most cases. The primary causes of the failures were determined to be that the structures were procured as a commodity and not as a facility, design errors, and failure to properly maintain the structures. The objective of this paper is to characterize Air Force fabric structure failure mechanisms and to develop recommendations that will improve the safety and integrity of fabric shelters used for a broad range of government and private sector applications.
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      Solutions for Wind-Induced Fabric Structure Failures with Case Studies in the United States Air Force

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4271915
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    contributor authorJohn W. Stiles
    date accessioned2022-02-01T21:43:36Z
    date available2022-02-01T21:43:36Z
    date issued10/1/2021
    identifier other%28ASCE%29CF.1943-5509.0001628.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271915
    description abstractThis case study examines seven wind-induced fabric structure failure incidents involving 57 aircraft sunshades or aircraft maintenance structures at air bases across the globe between 2011 and 2019. The failures were identified with the assistance of the Air Force Safety Center, the Air Force Civil Engineer Center, and by interviews conducted by the author. The structures were a fabric on frame construction with size ranging from 740 to 1,200  m2 (7,965 to 12,917  ft2). The frames were made from either steel or aluminum. The majority of the structures were installed on existing airfield concrete parking aprons, with the remainder installed on soil. The majority of the structures examined failed under wind speeds between 80 and 145  km/h (50 and 90 mph), below design wind limits in most cases. The primary causes of the failures were determined to be that the structures were procured as a commodity and not as a facility, design errors, and failure to properly maintain the structures. The objective of this paper is to characterize Air Force fabric structure failure mechanisms and to develop recommendations that will improve the safety and integrity of fabric shelters used for a broad range of government and private sector applications.
    publisherASCE
    titleSolutions for Wind-Induced Fabric Structure Failures with Case Studies in the United States Air Force
    typeJournal Paper
    journal volume35
    journal issue5
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001628
    journal fristpage04021067-1
    journal lastpage04021067-10
    page10
    treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005
    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
    yabeshDSpacePersian