| contributor author | Yuling | |
| contributor author | Zhang | |
| contributor author | Xuezhong | |
| contributor author | Xin | |
| contributor author | Xin | |
| contributor author | Cui | |
| date accessioned | 2017-05-08T21:35:19Z | |
| date available | 2017-05-08T21:35:19Z | |
| date copyright | September 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000312.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56853 | |
| description abstract | Railway traffic volumes in China have increased dramatically with the fast development of the Chinese economy in the past 20 years. The load frequency spectra of bridges have also changed as a result. Therefore, it is necessary to update the fatigue damage coefficient used in the railway bridge design code accordingly. This paper discusses the updating work that involved a series of analyses and calculations based on the information obtained from a nationwide investigation of various railway lines. The newly updated fatigue damage coefficient has been recommended for the Chinese railway bridge design code. | |
| publisher | American Society of Civil Engineers | |
| title | Updating Fatigue Damage Coefficient in Railway Bridge Design Code in China | |
| type | Journal Paper | |
| journal volume | 17 | |
| journal issue | 5 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000310 | |
| tree | Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 005 | |
| contenttype | Fulltext | |
