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    Dome-Shaped Space Trusses Formed by Means of Posttensioning

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author:
    G. Dehdashti
    ,
    L. C. Schmidt
    DOI: 10.1061/(ASCE)0733-9445(1996)122:10(1240)
    Publisher: American Society of Civil Engineers
    Abstract: Dome-shaped space trusses can be derived from a flat configuration by means of posttensioning. The structure considered here is devised to be a near mechanism initially and during the posttensioning operation. It is a near mechanism as only the flexural stiffness of the continuous top chords provides any resistance to deformation. Therefore, no appreciable force is induced in the members of the structure during the shape formation process. The results of experimental and theoretical work on the shape formation of a dome-shaped space truss by means of posttensioning are presented herein. An analytical procedure that includes both geometric and material nonlinearities is developed to determine the final shape of the dome-shaped space truss, using commercially available finite-element software. The ultimate aim is to lead to significant economies in the construction of large-span lightweight structures by eliminating or minimizing the need for scaffolding and heavy cranes in the shaping and erection of such structures.
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      Dome-Shaped Space Trusses Formed by Means of Posttensioning

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32350
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    • Journal of Structural Engineering

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    contributor authorG. Dehdashti
    contributor authorL. C. Schmidt
    date accessioned2017-05-08T20:56:07Z
    date available2017-05-08T20:56:07Z
    date copyrightOctober 1996
    date issued1996
    identifier other%28asce%290733-9445%281996%29122%3A10%281240%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32350
    description abstractDome-shaped space trusses can be derived from a flat configuration by means of posttensioning. The structure considered here is devised to be a near mechanism initially and during the posttensioning operation. It is a near mechanism as only the flexural stiffness of the continuous top chords provides any resistance to deformation. Therefore, no appreciable force is induced in the members of the structure during the shape formation process. The results of experimental and theoretical work on the shape formation of a dome-shaped space truss by means of posttensioning are presented herein. An analytical procedure that includes both geometric and material nonlinearities is developed to determine the final shape of the dome-shaped space truss, using commercially available finite-element software. The ultimate aim is to lead to significant economies in the construction of large-span lightweight structures by eliminating or minimizing the need for scaffolding and heavy cranes in the shaping and erection of such structures.
    publisherAmerican Society of Civil Engineers
    titleDome-Shaped Space Trusses Formed by Means of Posttensioning
    typeJournal Paper
    journal volume122
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1996)122:10(1240)
    treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010
    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