Crosswind response analysis of structures with generalized Van der Pol-type aerodynamic damping by equivalent nonlinear equation method

被引:20
作者
Guo, Kunpeng [1 ,3 ]
Yang, Qingshan [2 ,3 ]
Tamura, Yukio [2 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, Chongqing 400044, Peoples R China
[3] Beijings Key Lab Struct Wind Engn & Urban Wind En, Beijing 100044, Peoples R China
基金
中国国家自然科学基金;
关键词
Aerodynamic damping; Crosswind response; Flexible structures; Equivalent nonlinear equation method; Stochastic dynamics; Peak factor; VORTEX-INDUCED VIBRATIONS; WIND-TUNNEL; MATHEMATICAL-MODEL; TALL BUILDINGS; OSCILLATIONS; SIMULATION;
D O I
10.1016/j.jweia.2021.104887
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
For lightweight and lightly damped structures such as chimneys, solar towers, tall buildings and so forth, an increased crosswind response due to vortex shedding may trigger significant aero-elastic feedback between wind and structure, leading to undesired crosswind response. This study addressed estimation of the crosswind responses of tall and slender structures, where the aero-elastic effect is considered by generalized Van der Pol-type aerodynamic damping. Firstly, the nonlinear motion equation arising from nonlinear aerodynamic damping was solved by the equivalent nonlinear equation method and an analytical solution was obtained to estimate the crosswind response. Next, the accuracy of the present solution was verified by comparison with stochastic simulated results. Finally, the present analytical solution was applied to estimate the crosswind responses of square tall buildings and verified by experimental data. It was found that the present method can predict statistics of crosswind response efficiently and with satisfactory accuracy.
引用
收藏
页数:14
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