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    Determination of Wind-Induced Fatigue Loading on Roof Cladding

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 009
    Author:
    Y. L. Xu
    DOI: 10.1061/(ASCE)0733-9399(1995)121:9(956)
    Publisher: American Society of Civil Engineers
    Abstract: Strong wind pressures can cause severe fatigue damage to the screw-fastened light gauge steel roofing of low-rise buildings. An approach to determine the fatigue loading of roof cladding is presented here. The rain-flow count method is used to ascertain basic load-cycle distributions of roof pressures, by which total load-cycle distributions are then computed in consideration of the long-term effects of wind climate. The total load-cycle distribution of roof pressure in temperate regions is significantly different from that in cyclonic regions, and the distribution also depends on the location of the roof pressure. It is suggested that the statistical average of the cycle mean levels for a given cycle range be used as an equivalent mean level for this cycle range so that related fatigue tests become more practical. The total load-cycle distributions obtained through the proposed method are compared with those currently used in Australia and Europe. A number of comments have been made on design criteria, wind regions, load-cycle distributions, and numbers of cycles.
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      Determination of Wind-Induced Fatigue Loading on Roof Cladding

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84297
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    contributor authorY. L. Xu
    date accessioned2017-05-08T22:37:42Z
    date available2017-05-08T22:37:42Z
    date copyrightSeptember 1995
    date issued1995
    identifier other%28asce%290733-9399%281995%29121%3A9%28956%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84297
    description abstractStrong wind pressures can cause severe fatigue damage to the screw-fastened light gauge steel roofing of low-rise buildings. An approach to determine the fatigue loading of roof cladding is presented here. The rain-flow count method is used to ascertain basic load-cycle distributions of roof pressures, by which total load-cycle distributions are then computed in consideration of the long-term effects of wind climate. The total load-cycle distribution of roof pressure in temperate regions is significantly different from that in cyclonic regions, and the distribution also depends on the location of the roof pressure. It is suggested that the statistical average of the cycle mean levels for a given cycle range be used as an equivalent mean level for this cycle range so that related fatigue tests become more practical. The total load-cycle distributions obtained through the proposed method are compared with those currently used in Australia and Europe. A number of comments have been made on design criteria, wind regions, load-cycle distributions, and numbers of cycles.
    publisherAmerican Society of Civil Engineers
    titleDetermination of Wind-Induced Fatigue Loading on Roof Cladding
    typeJournal Paper
    journal volume121
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1995)121:9(956)
    treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 009
    contenttypeFulltext
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