Galloping vibration control for transient main cables of Long-SpanSuspension Bridge at construction stages
LI Shengli1,2;OU Jinping2,3
1.School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;3.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China
Abstract：On the basis of static, dynamic and transient analysis for the prestressing cable structures, the parametres of controlling the galloping vibration of the transient main cables of some long-span suspension bridge at the construction stages with the assistant cables and detailed scheme for controlling the galloping vibration of those with the assistant cables are investigated adopting the method of the finite element considering the geometry nonlinearity. The review and propect for the galloping vibration and controling vibration with assistant cables are summarized, the finite element modeling of the system for transient main cables and catwalk is established, and the influence of the position of the assistant cables, diposed fashion and the rigidities upon the first vertical bend vibration frequencies of the transient main cables is researched. At the same time, the effect of the damp and the rigidities of the assistant cables on the equivalent damping ratio of the transient main cables inside the plane is studied. In the end,the detailed scheme for controlling the galloping vibration of the transient main cables was studied. Results show that, to increase the 1st vertical vibration frequencies of the transient main cables, the assistant cables should be liad symmetrically and in the vertical direction and the frequency can be augmented through increasing the amount of the assistant cables and setting assistant cables in the middle of the bridge. To increase the diameter and amount of the assistant cables can improve the vibration of the transient main cables inside the plane. In the end, the computation show that the galloping instability for the long-span suspension bridge at construction stages can be controlled when the 11 ssistant cables groups are liad symmetrically and vertically at 12 qual division points of the suspension bridge and the assistant are made up of the reinforcing steel bar of 10mm diameters.
李胜利;欧进萍;. 大跨径悬索桥施工期暂态主缆驰振控制[J]. , 2010, 29(10): 137-143,.
LI Shengli;OU Jinping;. Galloping vibration control for transient main cables of Long-SpanSuspension Bridge at construction stages. , 2010, 29(10): 137-143,.
2010, Vol. 29 
