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contributor authorLeonardo Todisco
contributor authorHugo Corres Peiretti
contributor authorCaitlin Mueller
date accessioned2017-12-30T13:00:34Z
date available2017-12-30T13:00:34Z
date issued2016
identifier other%28ASCE%29ST.1943-541X.0001416.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244449
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
page04015141
treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
contenttypeFulltext


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