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    Funicularity through External Posttensioning: Design Philosophy and Computational Tool

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Leonardo Todisco
    ,
    Hugo Corres Peiretti
    ,
    Caitlin Mueller
    DOI: 10.1061/(ASCE)ST.1943-541X.0001416
    Publisher: American Society of Civil Engineers
    Abstract: Funicular geometries, which follow the idealized shapes of hanging chains under a given loading, are recognized as materially efficient structural solutions because they exhibit no bending under design loading, usually self-weight. However, there are circumstances in which nonstructural conditions make a funicular geometry difficult or impossible. This paper presents a new design philosophy, based on graphic statics, that shows how bending moments in a nonfunicular two-dimensional curved geometry can be eliminated by adding forces through an external posttensioning system. An interactive parametric tool is introduced for finding the layout of a posttensioning tendon for any structural geometry. The effectiveness of this approach is shown with several new design proposals.
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      Funicularity through External Posttensioning: Design Philosophy and Computational Tool

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    contributor authorLeonardo Todisco
    contributor authorHugo Corres Peiretti
    contributor authorCaitlin Mueller
    date accessioned2017-05-08T22:35:07Z
    date available2017-05-08T22:35:07Z
    date copyrightFebruary 2016
    date issued2016
    identifier other50724565.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83096
    description abstractFunicular geometries, which follow the idealized shapes of hanging chains under a given loading, are recognized as materially efficient structural solutions because they exhibit no bending under design loading, usually self-weight. However, there are circumstances in which nonstructural conditions make a funicular geometry difficult or impossible. This paper presents a new design philosophy, based on graphic statics, that shows how bending moments in a nonfunicular two-dimensional curved geometry can be eliminated by adding forces through an external posttensioning system. An interactive parametric tool is introduced for finding the layout of a posttensioning tendon for any structural geometry. The effectiveness of this approach is shown with several new design proposals.
    publisherAmerican Society of Civil Engineers
    titleFunicularity through External Posttensioning: Design Philosophy and Computational Tool
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001416
    treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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