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    Design Analysis of Cable Networks

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 012
    Author:
    Fumio Nishino
    ,
    Rajesh Duggal
    ,
    Sabaratnam Loganathan
    DOI: 10.1061/(ASCE)0733-9445(1989)115:12(3123)
    Publisher: American Society of Civil Engineers
    Abstract: Design analysis of cable networks is presented by converting nonlinear structural analysis into nonlinear programming problems with a systematic classification of networks. Since cable networks are flexible, shapes under different loading conditions can be very different, and considering only the major loading, may not be sufficient for design. Optimization is, thus, made under multiple loading conditions with a variety of important optimization criteria that cannot be considered by the existing methods. To check the feasibility of determinate and indeterminate networks for the proposed shape and the major loading condition, equilibrium equations at nodes are pertinent. For design purposes, this formulation seems much superior to ordinary structural analysis. A few numerical examples are solved to demonstrate the proposed formulation.
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      Design Analysis of Cable Networks

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/30499
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    • Journal of Structural Engineering

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    contributor authorFumio Nishino
    contributor authorRajesh Duggal
    contributor authorSabaratnam Loganathan
    date accessioned2017-05-08T20:53:11Z
    date available2017-05-08T20:53:11Z
    date copyrightDecember 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A12%283123%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30499
    description abstractDesign analysis of cable networks is presented by converting nonlinear structural analysis into nonlinear programming problems with a systematic classification of networks. Since cable networks are flexible, shapes under different loading conditions can be very different, and considering only the major loading, may not be sufficient for design. Optimization is, thus, made under multiple loading conditions with a variety of important optimization criteria that cannot be considered by the existing methods. To check the feasibility of determinate and indeterminate networks for the proposed shape and the major loading condition, equilibrium equations at nodes are pertinent. For design purposes, this formulation seems much superior to ordinary structural analysis. A few numerical examples are solved to demonstrate the proposed formulation.
    publisherAmerican Society of Civil Engineers
    titleDesign Analysis of Cable Networks
    typeJournal Paper
    journal volume115
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:12(3123)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 012
    contenttypeFulltext
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