Proposed Effective Width Criteria for Composite Bridge Girders

dc.contributor.author	Stuart S. Chen
dc.contributor.author	Amjad J. Aref
dc.contributor.author	Methee Chiewanichakorn
dc.contributor.author	Il-Sang Ahn
dc.date.accessioned	2017-05-08T21:25:36Z
dc.date.available	2017-05-08T21:25:36Z
dc.date.copyright	May 2007
dc.date.issued	2007
dc.identifier.other	%28asce%291084-0702%282007%2912%3A3%28325%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51023
dc.description.abstract	In a composite section, in-plane shear strain in the slab (acting as a flange in the composite girder) under the applied bending causes the longitudinal displacements in the parts of the slab remote from the webs to lag behind those near the webs. This phenomenon, termed
dc.publisher	American Society of Civil Engineers
dc.title	Proposed Effective Width Criteria for Composite Bridge Girders
dc.type	Journal Paper
dc.journal.volume	12
dc.journal.issue	3
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2007)12:3(325)
dc.tree	Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 003
dc.contenttype	Fulltext