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    Microcomputer‐Aided Optimal Plastic Design of Frames

    Source: Journal of Computing in Civil Engineering:;1987:;Volume ( 001 ):;issue: 001
    Author:
    Hojjat Adeli
    ,
    Hui‐Huang Chyou
    DOI: 10.1061/(ASCE)0887-3801(1987)1:1(20)
    Publisher: American Society of Civil Engineers
    Abstract: Using the kinematic approach with automatic generation of independent mechanisms, an efficient procedure and an interactive microcomputer BASIC program have been developed for optimal plastic design of low‐rise frames of general configuration. This procedure has been compared with a previous algorithm for optimal plastic design of frames based on the static approach without generating the independent mechanisms. It is concluded that the kinematic approach with automatic generation of mechanisms is more efficient than the static approach without generating the mechanisms. In order to display/plot the failure mechanism by microcomputer, an efficient scheme has been developed for calculating the displacements of the joints of the failure mechanism called the “tree” method. In addition to the failure mechanism, the interactive microcomputer program can also display/plot the frame configuration including the loading, and the bending moment diagram. Four examples are presented. This research demonstrates the effectiveness of inexpensive microcomputers for optimal plastic design of low‐rise frames of arbitrary configuration.
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      Microcomputer‐Aided Optimal Plastic Design of Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/42566
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    contributor authorHojjat Adeli
    contributor authorHui‐Huang Chyou
    date accessioned2017-05-08T21:12:07Z
    date available2017-05-08T21:12:07Z
    date copyrightJanuary 1987
    date issued1987
    identifier other%28asce%290887-3801%281987%291%3A1%2820%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42566
    description abstractUsing the kinematic approach with automatic generation of independent mechanisms, an efficient procedure and an interactive microcomputer BASIC program have been developed for optimal plastic design of low‐rise frames of general configuration. This procedure has been compared with a previous algorithm for optimal plastic design of frames based on the static approach without generating the independent mechanisms. It is concluded that the kinematic approach with automatic generation of mechanisms is more efficient than the static approach without generating the mechanisms. In order to display/plot the failure mechanism by microcomputer, an efficient scheme has been developed for calculating the displacements of the joints of the failure mechanism called the “tree” method. In addition to the failure mechanism, the interactive microcomputer program can also display/plot the frame configuration including the loading, and the bending moment diagram. Four examples are presented. This research demonstrates the effectiveness of inexpensive microcomputers for optimal plastic design of low‐rise frames of arbitrary configuration.
    publisherAmerican Society of Civil Engineers
    titleMicrocomputer‐Aided Optimal Plastic Design of Frames
    typeJournal Paper
    journal volume1
    journal issue1
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(1987)1:1(20)
    treeJournal of Computing in Civil Engineering:;1987:;Volume ( 001 ):;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
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