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    Roof‐Snow Load for Seismic‐Design Calculations

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author:
    Michael J. O'Rourke
    ,
    Robert S. Speck, Jr.
    DOI: 10.1061/(ASCE)0733-9445(1992)118:9(2338)
    Publisher: American Society of Civil Engineers
    Abstract: The lateral loads imposed on a structure during an earthquake are functions of the peak ground acceleration and the total mass of the structure among other parameters. For structures located in snowy regions, the question arises as to the appropriate roof‐snow load to be used in earthquake calculations. Various codes and load standards suggest values for the snow load, which is to be combined with dead load in earthquake analysis. In this paper statistical information on daily ground‐snow loads and statistical information on the conversion factor between roof and ground loads are used to determine appropriate roof‐snow loads for earthquake analysis. As defined herein, the appropriate roof‐snow load is such that the exceedance probability for the design seismic base shear is
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      Roof‐Snow Load for Seismic‐Design Calculations

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    contributor authorMichael J. O'Rourke
    contributor authorRobert S. Speck, Jr.
    date accessioned2017-05-08T20:54:46Z
    date available2017-05-08T20:54:46Z
    date copyrightSeptember 1992
    date issued1992
    identifier other%28asce%290733-9445%281992%29118%3A9%282338%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31502
    description abstractThe lateral loads imposed on a structure during an earthquake are functions of the peak ground acceleration and the total mass of the structure among other parameters. For structures located in snowy regions, the question arises as to the appropriate roof‐snow load to be used in earthquake calculations. Various codes and load standards suggest values for the snow load, which is to be combined with dead load in earthquake analysis. In this paper statistical information on daily ground‐snow loads and statistical information on the conversion factor between roof and ground loads are used to determine appropriate roof‐snow loads for earthquake analysis. As defined herein, the appropriate roof‐snow load is such that the exceedance probability for the design seismic base shear is
    publisherAmerican Society of Civil Engineers
    titleRoof‐Snow Load for Seismic‐Design Calculations
    typeJournal Paper
    journal volume118
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1992)118:9(2338)
    treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    contenttypeFulltext
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