| contributor author | Claude Broquet | |
| contributor author | Simon F. Bailey | |
| contributor author | Mario Fafard | |
| contributor author | Eugen Brühwiler | |
| date accessioned | 2017-05-08T21:25:10Z | |
| date available | 2017-05-08T21:25:10Z | |
| date copyright | March 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291084-0702%282004%299%3A2%28137%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50727 | |
| description abstract | This paper treats the dynamic effect of traffic actions on the deck slabs of concrete road bridges using the finite-element method. All the important parameters that influence bridge-vehicle interaction are studied with a systematic approach. An advanced numerical model is described and the results of a parametric study are presented. The results suggest that vehicle speed is less important than vehicle mass and that road roughness is the most important parameter affecting the dynamic behavior of deck slabs. The type of bridge cross section was not found to have a significant influence on deck slab behavior. The dynamic amplification factor varied between 1.0 and 1.55 for the bridges and vehicles studied. These results should be validated by further work. | |
| publisher | American Society of Civil Engineers | |
| title | Dynamic Behavior of Deck Slabs of Concrete Road Bridges | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 2 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2004)9:2(137) | |
| tree | Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 002 | |
| contenttype | Fulltext | |
