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    Interactive Design Optimization of Framed Structures

    Source: Journal of Computing in Civil Engineering:;1989:;Volume ( 003 ):;issue: 001
    Author:
    S. S. Al‐Saadoun
    ,
    J. S. Arora
    DOI: 10.1061/(ASCE)0887-3801(1989)3:1(60)
    Publisher: American Society of Civil Engineers
    Abstract: A practical formulation for optimum design of framed structures under multiple loading and constraint conditions is described in this paper. The AISC (American Institute of Steel Construction) code limits on element stresses, member maximum deflection, stability and slenderness ratios, width thickness ratios, and nodal displacements are imposed in the design process. An optimization procedure that is capable of treating different cross‐sectional shapes is developed and described. In practical applications, it is important to interactively monitor the progress of the design process. Therefore, an interactive software system for the present research is designed and implemented. The system is based on modular approach and modern data base management concepts. It is used to solve two design optimization problems. A postprocessor is designed to select members from the AISC tables. The interactive program is another step in making practical use of optimization a reality.
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      Interactive Design Optimization of Framed Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/42625
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    contributor authorS. S. Al‐Saadoun
    contributor authorJ. S. Arora
    date accessioned2017-05-08T21:12:12Z
    date available2017-05-08T21:12:12Z
    date copyrightJanuary 1989
    date issued1989
    identifier other%28asce%290887-3801%281989%293%3A1%2860%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42625
    description abstractA practical formulation for optimum design of framed structures under multiple loading and constraint conditions is described in this paper. The AISC (American Institute of Steel Construction) code limits on element stresses, member maximum deflection, stability and slenderness ratios, width thickness ratios, and nodal displacements are imposed in the design process. An optimization procedure that is capable of treating different cross‐sectional shapes is developed and described. In practical applications, it is important to interactively monitor the progress of the design process. Therefore, an interactive software system for the present research is designed and implemented. The system is based on modular approach and modern data base management concepts. It is used to solve two design optimization problems. A postprocessor is designed to select members from the AISC tables. The interactive program is another step in making practical use of optimization a reality.
    publisherAmerican Society of Civil Engineers
    titleInteractive Design Optimization of Framed Structures
    typeJournal Paper
    journal volume3
    journal issue1
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(1989)3:1(60)
    treeJournal of Computing in Civil Engineering:;1989:;Volume ( 003 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian