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Non-stationary vibration control for buildings by using time-varying criterion function

机译:基于时变准则函数的建筑物非平稳振动控制

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There are many studies on vibration control for building using an active dynamic absorber. When applying active vibration control, it is important to achieve higher performance within a certain constraint on actuator. However, it is difficult to solve this problem by using a stationary controller, since seismic waves have non-stationary characteristics. This study presents a controller design method based on the non-stationary otimal control. In this technique, the non-stationary of seismic wave is considered by using the time-varying criterion function. Time-stationary of seismic wave is considered by using the time-varying criterion function. Time-varying weight corresponds to the envelopo function which gives the non-stationary intensity of a seismic wave. And this controller is designed by solving the time-varying Riccati equations. By considering uncertain characteristics of seismic wave, a modification method is presented, in which the time-varying feedback gain is varied continuously depending on the mean square value of seismic wave. To compare the performance with a stationary control, numerical calculations and simulations were carried out. As a result, the effectiveness of the non-stationary optimal control was shown.
机译:关于使用有源动态吸收器的建筑物的振动控制的研究很多。当应用主动振动控制时,重要的是要在对执行机构有一定限制的前提下获得更高的性能。但是,由于地震波具有非平稳特性,因此难以通过使用固定控制器来解决该问题。本研究提出了一种基于非平稳最优控制的控制器设计方法。在该技术中,通过使用时变准则函数来考虑地震波的非平稳性。通过使用时变准则函数来考虑地震波的时间平稳性。随时间变化的权重对应于envelopo函数,该函数给出了地震波的非平稳强度。该控制器是通过求解随时间变化的Riccati方程而设计的。通过考虑地震波的不确定性,提出了一种修正方法,其中时变反馈增益根据地震波的均方值连续变化。为了将性能与固定控制进行比较,进行了数值计算和仿真。结果,显示了非平稳最优控制的有效性。

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