| contributor author | Zhen | |
| contributor author | Bin | |
| contributor author | Xie | |
| contributor author | Weiping | |
| contributor author | Xu | |
| contributor author | Jian | |
| date accessioned | 2017-05-08T21:35:20Z | |
| date available | 2017-05-08T21:35:20Z | |
| date copyright | February 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000315.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56857 | |
| description abstract | In this paper, the factors and variables that affect the amplitude of the lateral vibration of the footbridge induced by pedestrians in Nakamura’s model are investigated in the aspect of nonlinear dynamics. Nakamura’s model is based on the motion of equations including coefficients of the rate of a pedestrian’s lateral force, the pedestrian density, the rate of synchronized pedestrians, the function | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Analysis for the Lateral Vibration of Footbridges Induced by Pedestrians | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 2 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000313 | |
| tree | Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 002 | |
| contenttype | Fulltext | |
