Show simple item record

dc.contributor.authorAttila Vigh
dc.contributor.authorLászló P. Kollár
dc.date.accessioned2017-05-08T21:25:40Z
dc.date.available2017-05-08T21:25:40Z
dc.date.copyrightNovember 2007
dc.date.issued2007
dc.identifier.other%28asce%291084-0702%282007%2912%3A6%28774%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/51078
dc.description.abstractOverweight vehicles require permits to cross the highway bridges, which are designed for “design load vehicles” (prescribed in the national standards). A new, fast, and robust method is presented for the verification of bridges, which requires minimal input only: the axle loads, axle spacing, the bridge span(s), and the superstructure type. The bridge can be a single or a multispan girder, an arch bridge, a frame structure, or a box girder. The overweight vehicle may operate within regular traffic or it may cross the bridge at a given lane position while other traffic is prohibited on the bridge. The method is illustrated by numerical examples for deck-girder bridges and for a box girder.
dc.publisherAmerican Society of Civil Engineers
dc.titleRouting and Permitting Techniques of Overweight Vehicles
dc.typeJournal Paper
dc.journal.volume12
dc.journal.issue6
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2007)12:6(774)
dc.treeJournal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record