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    Effective Length of Lift-Slab Columns

    Source: Journal of Performance of Constructed Facilities:;2002:;Volume ( 016 ):;issue: 004
    Author:
    Rubin M. Zallen
    ,
    Bernard Grossfield
    DOI: 10.1061/(ASCE)0887-3828(2002)16:4(141)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an investigation into the effective length of columns subjected to axial loads, for the various conditions encountered during the construction of buildings using the lift-slab method. Many designers of lift-slab construction have assumed an effective length factor,
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      Effective Length of Lift-Slab Columns

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    contributor authorRubin M. Zallen
    contributor authorBernard Grossfield
    date accessioned2017-05-08T21:14:59Z
    date available2017-05-08T21:14:59Z
    date copyrightNovember 2002
    date issued2002
    identifier other%28asce%290887-3828%282002%2916%3A4%28141%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44278
    description abstractThis paper describes an investigation into the effective length of columns subjected to axial loads, for the various conditions encountered during the construction of buildings using the lift-slab method. Many designers of lift-slab construction have assumed an effective length factor,
    publisherAmerican Society of Civil Engineers
    titleEffective Length of Lift-Slab Columns
    typeJournal Paper
    journal volume16
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2002)16:4(141)
    treeJournal of Performance of Constructed Facilities:;2002:;Volume ( 016 ):;issue: 004
    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