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dc.contributor.authorB. O. Kuzmanović
dc.contributor.authorM. R. Sanchez
dc.date.accessioned2017-05-08T21:24:54Z
dc.date.available2017-05-08T21:24:54Z
dc.date.copyrightAugust 2001
dc.date.issued2001
dc.identifier.other%28asce%291084-0702%282001%296%3A4%28250%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/50550
dc.description.abstractThe general advantages and disadvantages of steel single box-girder bridges, as well as their particular use in single-lane ramps, are discussed. Comparisons between steel single box girders and twin box girders are presented in regards to cost, adaptability to site restrictions, aesthetics, erection, and maintenance. It was concluded that for single-lane bridge ramps, if the economy (cost) is satisfied, a single box-girder bridge, produced by a competent steel workshop satisfying the requirements for fabrication of fracture critical members, is a viable, and often favorable, alternative.
dc.publisherAmerican Society of Civil Engineers
dc.titleSteel Single Box Ramp Bridges
dc.typeJournal Paper
dc.journal.volume6
dc.journal.issue4
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2001)6:4(250)
dc.treeJournal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 004
dc.contenttypeFulltext


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