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    Elastic Design Charts of Stiffened Coupled Structural Walls Structural Walls

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author:
    H. C. Chan
    ,
    J. S. Kuang
    DOI: 10.1061/(ASCE)0733-9445(1989)115:2(247)
    Publisher: American Society of Civil Engineers
    Abstract: Design charts are presented for the design of a stiffened coupled structural wall with a strong beam located somewhere along the building height. The analysis is based on a continuous medium approach with the deflection at the top. The couple due to the axial force in the walls and the shear force in the laminae are presented in the form of graphs. The variations of the couple due to the axial force in the walls and the laminar shear along the structural height are also presented to permit the curtailment of reinforcements where appropriate for achieving economy. The results are given in terms of two dimensionless structural parameters: one is the relative flexural rigidity of the strong beam, and the other is a measure of the effectiveness of the lintel beams. The application of the design charts is illustrated by determining the deflections and the internal forces of a typical 20‐story building.
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      Elastic Design Charts of Stiffened Coupled Structural Walls Structural Walls

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    contributor authorH. C. Chan
    contributor authorJ. S. Kuang
    date accessioned2017-05-08T20:53:12Z
    date available2017-05-08T20:53:12Z
    date copyrightFebruary 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A2%28247%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30504
    description abstractDesign charts are presented for the design of a stiffened coupled structural wall with a strong beam located somewhere along the building height. The analysis is based on a continuous medium approach with the deflection at the top. The couple due to the axial force in the walls and the shear force in the laminae are presented in the form of graphs. The variations of the couple due to the axial force in the walls and the laminar shear along the structural height are also presented to permit the curtailment of reinforcements where appropriate for achieving economy. The results are given in terms of two dimensionless structural parameters: one is the relative flexural rigidity of the strong beam, and the other is a measure of the effectiveness of the lintel beams. The application of the design charts is illustrated by determining the deflections and the internal forces of a typical 20‐story building.
    publisherAmerican Society of Civil Engineers
    titleElastic Design Charts of Stiffened Coupled Structural Walls Structural Walls
    typeJournal Paper
    journal volume115
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:2(247)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 002
    contenttypeFulltext
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