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    Simplified Building Analysis with Sequential Dead Loads—CFM

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author:
    Chang‐Koon Choi
    ,
    Hye‐Kyo Chung
    ,
    Dong‐Guen Lee
    ,
    E. L. Wilson
    DOI: 10.1061/(ASCE)0733-9445(1992)118:4(944)
    Publisher: American Society of Civil Engineers
    Abstract: The effect of the sequential application of dead load due to the sequential nature of construction is an important factor to be considered in the multistory frame analysis. Unfortunately, however, this effect has been ignored by many engineers in practice in the past. One of the ways to include this effect properly in the analysis is to carry out the analysis through step‐by‐step procedures in accordance with the sequential application of dead loads as the construction proceeds. These procedures, however, require elaborated computations and more solution time. A simplified approach, termed as correction factor method (CFM), to solve the problem without elaborated step‐by‐step analyses has been proposed in this paper. This method utilizes the correction factors established by regression from the data obtained from the existing buildings to modify the results from the ordinary analysis to produce more accurate solutions. Some numerical tests are presented to show the validity and effectiveness of the method.
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      Simplified Building Analysis with Sequential Dead Loads—CFM

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31391
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    contributor authorChang‐Koon Choi
    contributor authorHye‐Kyo Chung
    contributor authorDong‐Guen Lee
    contributor authorE. L. Wilson
    date accessioned2017-05-08T20:54:37Z
    date available2017-05-08T20:54:37Z
    date copyrightApril 1992
    date issued1992
    identifier other%28asce%290733-9445%281992%29118%3A4%28944%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31391
    description abstractThe effect of the sequential application of dead load due to the sequential nature of construction is an important factor to be considered in the multistory frame analysis. Unfortunately, however, this effect has been ignored by many engineers in practice in the past. One of the ways to include this effect properly in the analysis is to carry out the analysis through step‐by‐step procedures in accordance with the sequential application of dead loads as the construction proceeds. These procedures, however, require elaborated computations and more solution time. A simplified approach, termed as correction factor method (CFM), to solve the problem without elaborated step‐by‐step analyses has been proposed in this paper. This method utilizes the correction factors established by regression from the data obtained from the existing buildings to modify the results from the ordinary analysis to produce more accurate solutions. Some numerical tests are presented to show the validity and effectiveness of the method.
    publisherAmerican Society of Civil Engineers
    titleSimplified Building Analysis with Sequential Dead Loads—CFM
    typeJournal Paper
    journal volume118
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1992)118:4(944)
    treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 004
    contenttypeFulltext
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