Enhancement of Flexural Design of Horizontally Curved Prestressed Bridges

dc.contributor.author	Ali R. Khaloo
dc.contributor.author	M. Kafimosavi
dc.date.accessioned	2017-05-08T21:25:38Z
dc.date.available	2017-05-08T21:25:38Z
dc.date.copyright	September 2007
dc.date.issued	2007
dc.identifier.other	%28asce%291084-0702%282007%2912%3A5%28585%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51057
dc.description.abstract	In this paper, flexural behavior of horizontally curved prestressed (posttensioned) box bridges is studied by using three-dimensional and refined finite-element modeling and analysis. Bridge length, section geometry, and material properties are the same in all the models, while angle of curvature varies from 0 to
dc.publisher	American Society of Civil Engineers
dc.title	Enhancement of Flexural Design of Horizontally Curved Prestressed Bridges
dc.type	Journal Paper
dc.journal.volume	12
dc.journal.issue	5
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2007)12:5(585)
dc.tree	Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 005
dc.contenttype	Fulltext