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    Analysis of Building Frames

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author:
    Gilbert Hartley
    ,
    Ahmed Abdel‐Akher
    DOI: 10.1061/(ASCE)0733-9445(1993)119:2(468)
    Publisher: American Society of Civil Engineers
    Abstract: The term building frame as defined in this paper, refers to a general flat‐plate structural system, comprising thin Kirchoff plates (the floor slabs), which are interconnected by one‐dimensional flexural elements (the columns and column walls) of various shapes and layout. The building‐frame material is assumed to be linear elastic. A stiffness method for analyzing this structure addresses the full three‐dimensional frame and is practical for use either as a design tool or for research. The direct boundary element method (DBEM) is used to generate the stiffness properties of the slab thin‐plate element and to calculate the internal actions. Potential applications include stress analysis, and in addition, these numerical procedures permit a more rational basis for studying dynamic behavior, and other types of analysis in which a full building frame structural stiffness model is desirable. The paper is oriented toward a general structural engineering readership.
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      Analysis of Building Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31617
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    contributor authorGilbert Hartley
    contributor authorAhmed Abdel‐Akher
    date accessioned2017-05-08T20:54:59Z
    date available2017-05-08T20:54:59Z
    date copyrightFebruary 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A2%28468%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31617
    description abstractThe term building frame as defined in this paper, refers to a general flat‐plate structural system, comprising thin Kirchoff plates (the floor slabs), which are interconnected by one‐dimensional flexural elements (the columns and column walls) of various shapes and layout. The building‐frame material is assumed to be linear elastic. A stiffness method for analyzing this structure addresses the full three‐dimensional frame and is practical for use either as a design tool or for research. The direct boundary element method (DBEM) is used to generate the stiffness properties of the slab thin‐plate element and to calculate the internal actions. Potential applications include stress analysis, and in addition, these numerical procedures permit a more rational basis for studying dynamic behavior, and other types of analysis in which a full building frame structural stiffness model is desirable. The paper is oriented toward a general structural engineering readership.
    publisherAmerican Society of Civil Engineers
    titleAnalysis of Building Frames
    typeJournal Paper
    journal volume119
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:2(468)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 002
    contenttypeFulltext
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