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contributor authorAttila Vigh
contributor authorLászló P. Kollár
date accessioned2017-05-08T21:25:40Z
date available2017-05-08T21:25:40Z
date copyrightNovember 2007
date issued2007
identifier other%28asce%291084-0702%282007%2912%3A6%28774%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51078
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.
publisherAmerican Society of Civil Engineers
titleRouting and Permitting Techniques of Overweight Vehicles
typeJournal Paper
journal volume12
journal issue6
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2007)12:6(774)
treeJournal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006
contenttypeFulltext


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