| contributor author | Attila Vigh | |
| contributor author | László P. Kollár | |
| date accessioned | 2017-05-08T21:25:29Z | |
| date available | 2017-05-08T21:25:29Z | |
| date copyright | May 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291084-0702%282006%2911%3A3%28282%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50921 | |
| description abstract | The paper presents a method for comparing the mechanical effects of overweight and design load vehicles on bridges. There is no restriction on the arrangement of the axles and on the size of the axle loads. The bridge may be a simple span bridge, a continuous girder, a truss girder, or an arch. Even for a very complex bridge structure the only required parameter of the bridge is the span length. The presented method is a robust and reliable tool for the permitting process of overweight vehicles, which is verified by several thousand comparisons. | |
| publisher | American Society of Civil Engineers | |
| title | Approximate Analysis of Bridges for the Routing and Permitting Procedures of Overweight Vehicles | |
| type | Journal Paper | |
| journal volume | 11 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2006)11:3(282) | |
| tree | Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 003 | |
| contenttype | Fulltext | |
