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    Free Vibration of Light Roofs Backed by Cavities

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 003
    Author:
    Milos Novak
    ,
    Magdy Kassem
    DOI: 10.1061/(ASCE)0733-9399(1990)116:3(549)
    Publisher: American Society of Civil Engineers
    Abstract: Modal properties of light roofs such as cable roofs backed by cavities with openings are theoretically investigated. Taken into account are the interaction between the roof and the air enclosed by the cavity, the air outside the roof, and air leakage through the openings in the building walls. Both the structural and acoustical damping are considered for the roof as well as for the wall openings. The outside air is assumed to be still. An approximate formula for the evaluation of roof model damping is derived using an energy consideration, and its accuracy is assessed by comparison with complex eigenvalue analysis and an exact solution for the circular membrane backed by a cavity. Comparison with experimental data is made. The theoretical approaches are used in a parametric study of two roofs with prototype properties. The first roof has the basic parameters of the Calgary Olympic Coliseum. The second roof is similar but features lighter mass per unit area.
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      Free Vibration of Light Roofs Backed by Cavities

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/81997
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    • Journal of Engineering Mechanics

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    contributor authorMilos Novak
    contributor authorMagdy Kassem
    date accessioned2017-05-08T22:31:25Z
    date available2017-05-08T22:31:25Z
    date copyrightMarch 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A3%28549%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81997
    description abstractModal properties of light roofs such as cable roofs backed by cavities with openings are theoretically investigated. Taken into account are the interaction between the roof and the air enclosed by the cavity, the air outside the roof, and air leakage through the openings in the building walls. Both the structural and acoustical damping are considered for the roof as well as for the wall openings. The outside air is assumed to be still. An approximate formula for the evaluation of roof model damping is derived using an energy consideration, and its accuracy is assessed by comparison with complex eigenvalue analysis and an exact solution for the circular membrane backed by a cavity. Comparison with experimental data is made. The theoretical approaches are used in a parametric study of two roofs with prototype properties. The first roof has the basic parameters of the Calgary Olympic Coliseum. The second roof is similar but features lighter mass per unit area.
    publisherAmerican Society of Civil Engineers
    titleFree Vibration of Light Roofs Backed by Cavities
    typeJournal Paper
    journal volume116
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:3(549)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 003
    contenttypeFulltext
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