Proposed Revisions to AASHTO-LRFD Bridge Design Specifications for Orthotropic Steel Deck Bridges

dc.contributor.author	Brian M. Kozy
dc.contributor.author	Robert J. Connor
dc.contributor.author	Duncan Paterson
dc.contributor.author	Dennis R. Mertz
dc.date.accessioned	2017-05-08T21:35:06Z
dc.date.available	2017-05-08T21:35:06Z
dc.date.copyright	November 2011
dc.date.issued	2011
dc.identifier.other	%28asce%29be%2E1943-5592%2E0000216.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/56751
dc.description.abstract	The orthotropic steel deck bridge is a structural system that has the potential to provide an extended service life and standardized modular design as compared to more conventional bridge construction. This paper summarizes proposed changes to the fifth edition of the
dc.publisher	American Society of Civil Engineers
dc.title	Proposed Revisions to AASHTO-LRFD Bridge Design Specifications for Orthotropic Steel Deck Bridges
dc.type	Journal Paper
dc.journal.volume	16
dc.journal.issue	6
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)BE.1943-5592.0000214
dc.tree	Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
dc.contenttype	Fulltext