| contributor author | S. R. Chen | |
| contributor author | C. S. Cai | |
| date accessioned | 2017-05-08T21:25:40Z | |
| date available | 2017-05-08T21:25:40Z | |
| date copyright | November 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291084-0702%282007%2912%3A6%28755%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51076 | |
| description abstract | In the current AASHTO LRFD specifications, the fatigue design considers only one design truck per bridge with 15% dynamic allowance. While this empirical approach may be practical for regular short and medium span bridges, it may not be rational for long-span bridges (e.g., span length | |
| publisher | American Society of Civil Engineers | |
| title | Equivalent Wheel Load Approach for Slender Cable-Stayed Bridge Fatigue Assessment under Traffic and Wind: Feasibility Study | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 6 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2007)12:6(755) | |
| tree | Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006 | |
| contenttype | Fulltext | |
