Computation of Aerodynamic Force for Long-span Cable-stayed Bridge
This paper systematically recommends the simulation theory of wind turbulence field of long-span bridges and simulates the wind turbulence field of Tianxingzhou Bridge. The statistic characteristics of the simulated wind field are compared with their target correlation functions. A satisfactory agreement has been reached. This shows that the simulation theory is successful. Then aerodynamic forces upon bridge girder are computed. It is the prerequisite for the aerodynamic analysis of a bridge structure under wind loads.
aerodynamic force buffeting response cable-stayed bridge
Tianhua Jiang Jinwen Wang Jie Sun
Wuhan University of Technology, Wuhan China Wuhan University of Science and Technology, Wuhan China Wuhan University of Technology, Wuhan China
国际会议
2006现代科技国际研讨会(The International Workshop on Modern Science and Technology in 2006)
北京
英文
569-573
2006-04-01（万方平台首次上网日期，不代表论文的发表时间）