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contributor authorTamara Jadik
contributor authorDavid P. Billington
date accessioned2017-05-08T20:55:51Z
date available2017-05-08T20:55:51Z
date copyrightFebruary 1995
date issued1995
identifier other%28asce%290733-9445%281995%29121%3A2%28328%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32178
description abstractFinite-element analyses have shown that the membrane theory assumption for the behavior of gabled hyperbolic paraboloids is incorrect. The form of the structure was originally conceived using this erroneous assumption of membrane behavior, which assumes equal compressive and tensile arches, requiring an edge member that carries large axial forces. Finite-element models have shown that the tensile arches do not exist and that the edge member carries much smaller forces than those predicted by the membrane theory. This paper proposes a design based on these observations in which the edge beam is removed from the hypar. Material is added near the support to reduce the high stresses that result due to the removal of the beam material at this corner. The resulting form has no edge beams, and it has a thickened corner region.
publisherAmerican Society of Civil Engineers
titleGabled Hyperbolic Paraboloid Roofs without Edge Beams
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1995)121:2(328)
treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
contenttypeFulltext


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