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Discovering time-varying aerodynamics of a prototype bridge by sparse identification of nonlinear dynamical systems

机译:通过非线性动力系统稀疏识别发现原型桥的时变空气动力学

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Vortex-induced vibrations (VIVs) have been observed on a long-span suspension bridge. The nonstationary wind in the field characterized by the time-varying mean wind speed is likely to lead to time-varying aerodynamics of the wind-bridge system during VIVs, which is different from VIVs induced by stationary or even steady wind in wind tunnels. In this paper, data-driven methods are proposed to reveal the time-varying aerodynamics of the wind-bridge system during VIV events based on field measurements on a long-span suspension bridge. First, a variant of the sparse identification of nonlinear dynamics algorithm is proposed to identify parsimonious, time-varying aerodynamical systems that capture VIV events of the bridge. Thus we are able to posit new, data-driven, and interpretable models highlighting the aeroelastic interactions between the wind and bridge. Second, a density-based clustering algorithm is applied to discovering the potential modes of dynamics during VIV events. As a result, the time-dependent model is obtained to reveal the evolution of the aerodynamics of the wind-bridge system over time during an entire VIV event. It is found that the level of self-excited effects of the wind-bridge system is significantly time varying with the real-time wind speed and bridge motion state. The simulations of VIVs by the obtained time-dependent models show high accuracies of the models with an averaged normalized mean-square error of 0.0023. The clustering of obtained models shows underlying distinct dynamical regimes of the wind-bridge system, which are distinguished by the level of self-excited effects.
机译:在长跨度悬架桥上已经观察到涡旋诱导的振动(VIV)。该领域中的非间断风在时变平均风速度的情况下可能导致VIV期间风桥系统的时变空气动力学,其与风隧道中的固定或甚至稳定的风引起的VIV不同。在本文中,提出了数据驱动的方法,以揭示基于长跨度悬架桥的场测量期间的VIV事件期间风桥系统的时变空气动力学。首先,提出了非线性动力学算法的稀疏识别的变型,以识别捕获桥梁的VIV事件的解析,时变的空气动力学系统。因此,我们能够分发新的,数据驱动和可解释的模型,突出风和桥梁之间​​的空气弹性相互作用。其次,应用基于密度的聚类算法以在VIV事件期间发现潜在的动态模式。结果,获得时间依赖模型以在整个VIV事件期间揭示风桥系统的空气动力学的进化。结果发现,随着实时风速和桥梁运动状态,风桥系统的自我激发效果的水平显着变化。通过所获得的时间依赖模型模拟VIVs的模拟显示了模型的高精度,平均归一化均方误差为0.0023。所获得的模型的聚类显示了风桥系统的底层不同的动态制度,其与自我激发效果的水平不同。

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