Segmental and Conventional Precast Prestressed Concrete I-Bridge Girders

dc.contributor.author	Z. Lounis
dc.contributor.author	M. S. Mirza
dc.contributor.author	M. Z. Cohn
dc.date.accessioned	2017-05-08T21:24:38Z
dc.date.available	2017-05-08T21:24:38Z
dc.date.copyright	August 1997
dc.date.issued	1997
dc.identifier.other	%28asce%291084-0702%281997%292%3A3%2873%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50371
dc.description.abstract	Conventional precast I-girder bridge systems are widely used in North America for short and medium spans, up to 45 m. Spliced standard precast I-girder segments made continuous by longitudinal posttensioning have been used for spans of up to 75 m, making them far more competitive with the steel plate girder and concrete box girder alternatives. The span and/or girder spacing capabilities of the standard I-sections of Nebraska University, Florida, American Association of State Highway and Transportation Officials-Precast/Prestressed Concrete Institute (AASHTO-PCI), and Canadian Prestressed Concrete Institute (
dc.publisher	American Society of Civil Engineers
dc.title	Segmental and Conventional Precast Prestressed Concrete I-Bridge Girders
dc.type	Journal Paper
dc.journal.volume	2
dc.journal.issue	3
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(1997)2:3(73)
dc.tree	Journal of Bridge Engineering:;1997:;Volume ( 002 ):;issue: 003
dc.contenttype	Fulltext