| dc.contributor.author | Attila Vigh | |
| dc.contributor.author | László P. Kollár | |
| dc.date.accessioned | 2017-05-08T21:25:40Z | |
| dc.date.available | 2017-05-08T21:25:40Z | |
| dc.date.copyright | November 2007 | |
| dc.date.issued | 2007 | |
| dc.identifier.other | %28asce%291084-0702%282007%2912%3A6%28774%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/51078 | |
| dc.description.abstract | Overweight 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.publisher | American Society of Civil Engineers | |
| dc.title | Routing and Permitting Techniques of Overweight Vehicles | |
| dc.type | Journal Paper | |
| dc.journal.volume | 12 | |
| dc.journal.issue | 6 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2007)12:6(774) | |
| dc.tree | Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006 | |
| dc.contenttype | Fulltext | |