Effective Slab Width Definition for Negative Moment Regions of Composite Bridges

dc.contributor.author	Amjad J. Aref
dc.contributor.author	Methee Chiewanichakorn
dc.contributor.author	Stuart S. Chen
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%28339%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51024
dc.description.abstract	Currently, the AASHTO-LRFD design code specifies the same effective slab width design criteria for both positive moment sections and negative moment sections. The only difference in computing effective slab width between the positive and negative moment regions is the value of effective span length
dc.publisher	American Society of Civil Engineers
dc.title	Effective Slab Width Definition for Negative Moment Regions of Composite Bridges
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(339)
dc.tree	Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 003
dc.contenttype	Fulltext