Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record