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contributor authorJames S. Davidson
contributor authorScott R. Ballance
contributor authorChai H. Yoo
date accessioned2017-05-08T21:24:44Z
date available2017-05-08T21:24:44Z
date copyrightAugust 1999
date issued1999
identifier other%28asce%291084-0702%281999%294%3A3%28204%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50449
description abstractCurvature greatly complicates the behavior of curved plate girders used in bridges. The out-of-plane “bulging” displacement of the curved web results in an increase in stress, which must be considered in the design of plate girders with significant curvature. The currently used
publisherAmerican Society of Civil Engineers
titleAnalytical Model of Curved I-Girder Web Panels Subjected to Bending
typeJournal Paper
journal volume4
journal issue3
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(1999)4:3(204)
treeJournal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003
contenttypeFulltext


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