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    Computer Graphics in Truss‐Model Design Approach

    Source: Journal of Computing in Civil Engineering:;1989:;Volume ( 003 ):;issue: 003
    Author:
    Salah Benabdallah
    ,
    Julio A. Ramirez
    ,
    Robert H. Lee
    DOI: 10.1061/(ASCE)0887-3801(1989)3:3(285)
    Publisher: American Society of Civil Engineers
    Abstract: The main objective of this paper is to extend and simplify the use of truss models in the design of reinforced concrete members for flexure and shear by means of user‐friendly, interactive computer graphics. An interactive computer‐graphics program, which replaces the traditional drawing board and calculator in the development of truss models for reinforced concrete members, is presented. The interactive program allows the designer to input the selected truss model graphically, then analyze it, display the results and revise the truss model if necessary. The interaction between the graphics and analysis tools was found to be the most efficient method to transfer the truss parameters to the analysis routines. The features of the truss‐model program are demonstrated with the design example of an inverted‐T bent cap in a bridge structure.
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      Computer Graphics in Truss‐Model Design Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/42642
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    contributor authorSalah Benabdallah
    contributor authorJulio A. Ramirez
    contributor authorRobert H. Lee
    date accessioned2017-05-08T21:12:13Z
    date available2017-05-08T21:12:13Z
    date copyrightJuly 1989
    date issued1989
    identifier other%28asce%290887-3801%281989%293%3A3%28285%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42642
    description abstractThe main objective of this paper is to extend and simplify the use of truss models in the design of reinforced concrete members for flexure and shear by means of user‐friendly, interactive computer graphics. An interactive computer‐graphics program, which replaces the traditional drawing board and calculator in the development of truss models for reinforced concrete members, is presented. The interactive program allows the designer to input the selected truss model graphically, then analyze it, display the results and revise the truss model if necessary. The interaction between the graphics and analysis tools was found to be the most efficient method to transfer the truss parameters to the analysis routines. The features of the truss‐model program are demonstrated with the design example of an inverted‐T bent cap in a bridge structure.
    publisherAmerican Society of Civil Engineers
    titleComputer Graphics in Truss‐Model Design Approach
    typeJournal Paper
    journal volume3
    journal issue3
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(1989)3:3(285)
    treeJournal of Computing in Civil Engineering:;1989:;Volume ( 003 ):;issue: 003
    contenttypeFulltext
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