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    Design Live Loads for Passenger Cars Parking Garages

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author:
    Y. K. Wen
    ,
    G. L. Yeo
    DOI: 10.1061/(ASCE)0733-9445(2001)127:3(280)
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study is to obtain a better understanding of live loads in passenger cars parking garages and to recommend an appropriate value for design. Load surveys were conducted in nine parking garages in Chicago and Urbana-Champaign, Ill., and Boston and Cambridge, Mass. Based on the survey data, statistical analyses were carried out on the equivalent uniformly distributed loads, which produce the maximum column axial loads and beam midspan moments that the building is expected to experience during its lifetime. The dynamic amplifications due to vehicle motions on the decks and ramps were also investigated. The results suggest a possible reduction of the design live load from the current value of 2.39 kN/m
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      Design Live Loads for Passenger Cars Parking Garages

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    contributor authorY. K. Wen
    contributor authorG. L. Yeo
    date accessioned2017-05-08T20:57:56Z
    date available2017-05-08T20:57:56Z
    date copyrightMarch 2001
    date issued2001
    identifier other%28asce%290733-9445%282001%29127%3A3%28280%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33568
    description abstractThe objective of this study is to obtain a better understanding of live loads in passenger cars parking garages and to recommend an appropriate value for design. Load surveys were conducted in nine parking garages in Chicago and Urbana-Champaign, Ill., and Boston and Cambridge, Mass. Based on the survey data, statistical analyses were carried out on the equivalent uniformly distributed loads, which produce the maximum column axial loads and beam midspan moments that the building is expected to experience during its lifetime. The dynamic amplifications due to vehicle motions on the decks and ramps were also investigated. The results suggest a possible reduction of the design live load from the current value of 2.39 kN/m
    publisherAmerican Society of Civil Engineers
    titleDesign Live Loads for Passenger Cars Parking Garages
    typeJournal Paper
    journal volume127
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2001)127:3(280)
    treeJournal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
    contenttypeFulltext
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