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dc.contributor.authorPeter G. Buckland
dc.date.accessioned2017-05-08T21:25:07Z
dc.date.available2017-05-08T21:25:07Z
dc.date.copyrightSeptember 2003
dc.date.issued2003
dc.identifier.other%28asce%291084-0702%282003%298%3A5%28288%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/50692
dc.description.abstractThere is a tendency for traffic loads to increase with the passage of time. It is not uncommon, therefore, for bridges to be strengthened and/or widened or sometimes to have lanes or even complete decks added. A few bridges were designed initially with a view to future expansion, such as the George Washington Suspension Bridge, designed to accommodate an extra deck, and the Salazar (now April 25) Bridge, designed to have two train tracks added, but these are exceptions. Suspension bridges behave somewhat differently from other bridge types, and the methods for increasing capacity can also be different. Some ideas are presented of how suspension bridges can be altered to accommodate more load, be it automobile, pedestrian, or even train traffic, and some examples are given. The importance of understanding both structural behavior and structural safety is emphasized.
dc.publisherAmerican Society of Civil Engineers
dc.titleIncreasing the Load Capacity of Suspension Bridges
dc.typeJournal Paper
dc.journal.volume8
dc.journal.issue5
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2003)8:5(288)
dc.treeJournal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 005
dc.contenttypeFulltext


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