Considering the situation of the difficulty in obtaining exactly spatial correlation coefficients, the Taizhou Yangtze River Highway Bridge was taken as an example. The three-dimensional fluctuating wind field of this bridge was simulated with harmonic synthetic method. And the nonlinear buffeting analysis on the bridge was conducted in time domain based on ANSYS. During the research period, dimensionless decay factors λ of Davenport correlation function was set as the control parameter and the analysis of the influence of spatial correlation coefficient of fluctuating wind on wind-induced buffeting response of long-span triple-tower suspension bridge was focused on. Results show that the spatial correlation coefficient of fluctuating wind has great influence on wind-induced buffeting response of the bridge. The lateral and torsional buffeting displacements at the mid-span decrease with the augment of the decay factor, while those of the vertical increase slightly when the decay factor turns larger. At the same time, the difference of buffeting responses caused by various decay factors could reach 50%. The results can provide references for wind-induced buffeting analysis of long-span triple-tower suspension bridges.
茅建校 王浩 陶天友 徐梓栋 李爱群. 紊流空间相关系数对大跨度三塔悬索桥抖振响应的影响[J]. 振动与冲击, 2016, 35(10): 202-206.
Jianxiao Mao Hao Wang Tianyou Tao Zidong Xu Aiqun Li . Effects of the turbulent spatial correlation coefficient on buffeting responses of a triple-tower suspension bridge. JOURNAL OF VIBRATION AND SHOCK, 2016, 35(10): 202-206.
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