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Non-linear aerodynamic load and parameters estimation for a SDOF wind- structure coupling system in wind tunnel test

机译:风洞试验中SDOF风固耦合系统的非线性气动载荷和参数估计

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Knowledge of the system parameters and wind load acting on a structure is essential for the analysis of vortex induced vibration of a structure. Method to acquire such information is scarce due to the complexity of nonlinear vibration of the structure. A strategy to identify the non-Linear system parameters and unknown excitation of a single-degree-of-freedom system under wind induced vibration is proposed. The variations of system parameters and unknown excitations including the self-excitation forces of the system under different mean wind speed are analyzed. The system stiffness varies by approximately +/- 10% from the original value, while the system damping can be reduced as much as 60% in a vortex induced vibration (VIV) event. The pure aerodynamic force (excluding the self-excitation force) in the VIV event is identified with the help of the measured aerodynamic force acting on a rigid model of the system under the same experimental conditions. The intensities of the second and third orders self-excitation forces can be up to 30% and 80%, respectively compared to the pure aerodynamic force. This proposed strategy has been checked capable to obtain information on the aerodynamic characteristics of the target bridge structure with notable VIV phenomenon and large turbulent intensity which are essential for preliminary bridge design.
机译:了解系统参数和作用在结构上的风荷载对于分析涡流引起的结构振动至关重要。由于结构的非线性振动的复杂性,因此缺乏获取此类信息的方法。提出了一种识别非线性系统参数和单自由度系统在风致振动下未知激励的策略。分析了不同平均风速下系统参数和未知激励的变化,包括系统的自激力。系统刚度与原始值相差大约+/- 10%,而在涡激振动(VIV)事件中,系统阻尼可降低多达60%。 VIV事件中的纯空气动力(不包括自激力)借助在相同实验条件下作用于系统刚性模型的测得空气动力来确定。与纯空气动力相比,二阶和三阶自激力的强度分别高达30%和80%。该提议的策略已经过检查,能够获得具有显着VIV现象和大湍流强度的目标桥梁结构的气动特性信息,这对于桥梁的初步设计至关重要。

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