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    RC Flat Plate under Combined In-Plane and Out-of-Plane Loads

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author:
    H. Park
    ,
    E. H. Kim
    DOI: 10.1061/(ASCE)0733-9445(1999)125:10(1136)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical study using nonlinear finite-element analysis is performed to investigate the behavior of reinforced-concrete flat plates subject to combined in-plane compressive and out-of-plane floor loads. For the nonlinear finite-element analysis, a computer program addressing material and geometric nonlinearities is developed. The flat plates to be studied are designed according to the direct design method. Through studies on the effects of different load combinations and loading sequence, the load condition that governs the strength of the flat plates is determined. And, for the flat plates under the governing load condition, parametric studies are performed to investigate the variations of the buckling coefficient and the effective flexural rigidity. As a result, this paper provides rational design rules for the moment magnifier method that is applicable to the flat plates.
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      RC Flat Plate under Combined In-Plane and Out-of-Plane Loads

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    contributor authorH. Park
    contributor authorE. H. Kim
    date accessioned2017-05-08T20:57:16Z
    date available2017-05-08T20:57:16Z
    date copyrightOctober 1999
    date issued1999
    identifier other%28asce%290733-9445%281999%29125%3A10%281136%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33085
    description abstractA numerical study using nonlinear finite-element analysis is performed to investigate the behavior of reinforced-concrete flat plates subject to combined in-plane compressive and out-of-plane floor loads. For the nonlinear finite-element analysis, a computer program addressing material and geometric nonlinearities is developed. The flat plates to be studied are designed according to the direct design method. Through studies on the effects of different load combinations and loading sequence, the load condition that governs the strength of the flat plates is determined. And, for the flat plates under the governing load condition, parametric studies are performed to investigate the variations of the buckling coefficient and the effective flexural rigidity. As a result, this paper provides rational design rules for the moment magnifier method that is applicable to the flat plates.
    publisherAmerican Society of Civil Engineers
    titleRC Flat Plate under Combined In-Plane and Out-of-Plane Loads
    typeJournal Paper
    journal volume125
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1999)125:10(1136)
    treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 010
    contenttypeFulltext
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