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Active vibration control for seismic excited building structures under actuator saturation, measurement stochastic noise and quantisation

机译:在执行器饱和,测量随机噪声和量化情况下对地震激励建筑结构的主动振动控制

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This paper investigates the active vibration control for seismic excited building structures in presenting of actuator saturation, stochastic measurement noise and quantisation. The active vibration controllers are placed in some storeys, meanwhile, some active tuned mass dampers (ATMDs) are also installed at the top floor and oscillating under their control forces. All of the control forces are generated by actuators which are only capable of providing limited outputs. Since the system states are difficult or barely impossible to be accurately measured, an observer based control law is proposed to guarantee system stability, meanwhile, an H-2/H-infinity index is employed for further improving the control performance. By the proposed control strategy, the mean square exponentially stability of close-looped system can be guaranteed almost surely while the desired H-2/H-infinity performance can be achieved simultaneously. In addition, the convergence rate of system state can be pre-scheduled. By regulating the different locations of sensors and controllers, the vibration response can be mitigated in different level. Numerical examples are provided to demonstrate the effectiveness of the proposed method.
机译:本文以致动器饱和度,随机测量噪声和量化的形式研究了地震激励建筑结构的主动振动控制。主动振动控制器放置在一些楼层中,与此同时,一些主动调谐质量阻尼器(ATMD)也安装在顶层,并在其控制力的作用下振动。所有控制力均由仅能提供有限输出的执行器产生。由于系统状态很难或几乎不可能被精确测量,因此提出了一种基于观察者的控制律以保证系统的稳定性,同时,采用H-2 / H-无穷大指数进一步改善了控制性能。通过提出的控制策略,几乎可以确保闭环系统的均方指数稳定性,同时可以实现所需的H-2 / H无穷大性能。另外,可以预先安排系统状态的收敛速度。通过调节传感器和控制器的不同位置,可以在不同程度上缓解振动响应。数值算例表明了该方法的有效性。

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