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    Design of Floor Slabs Coupling Shear Walls

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author:
    Alexander Coull
    ,
    Wong Yang Chee
    DOI: 10.1061/(ASCE)0733-9445(1983)109:1(109)
    Publisher: American Society of Civil Engineers
    Abstract: A finite element analysis is made of the bending moments and shear forces in a floor slab coupling a pair of laterally loaded plane shear walls in order to give guidance on the design of the slab. Contour diagrams and design curves showing the variation of critical bending moment factors are presented to facilitate a rapid evaluation of the slab stresses induced by coupling action. Based on an appraisal of the interactive shear forces between wall and slab, a design procedure is suggested for checking against punching shear failure in the slab.
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      Design of Floor Slabs Coupling Shear Walls

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    https://yetl.yabesh.ir/yetl1/handle/yetl/28792
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    contributor authorAlexander Coull
    contributor authorWong Yang Chee
    date accessioned2017-05-08T20:50:18Z
    date available2017-05-08T20:50:18Z
    date copyrightJanuary 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A1%28109%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28792
    description abstractA finite element analysis is made of the bending moments and shear forces in a floor slab coupling a pair of laterally loaded plane shear walls in order to give guidance on the design of the slab. Contour diagrams and design curves showing the variation of critical bending moment factors are presented to facilitate a rapid evaluation of the slab stresses induced by coupling action. Based on an appraisal of the interactive shear forces between wall and slab, a design procedure is suggested for checking against punching shear failure in the slab.
    publisherAmerican Society of Civil Engineers
    titleDesign of Floor Slabs Coupling Shear Walls
    typeJournal Paper
    journal volume109
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:1(109)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 001
    contenttypeFulltext
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