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Numerical and experimental research on actuator forces in toggled active vibration control system (Part I: Numerical)

机译:切换有源振动控制系统中的致动器力的数值和实验研究(I I:Numerical)

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摘要

In this research, toggled actuator forces were examined. For achieving to this object, an actuator was installed in a toggle pattern in a S.D.O.F frame and actuator forces were investigated thru a numerical analysis process. Within past twenty years, researchers tried to use strong bracing systems as well as huge dampers to stabilize tall buildings during intensive earthquakes. Eventually, utilizing of active control systems containing actuators to counter massive excitations in structures was emerged. However, the more powerful earthquake excitations, the more robust actuators were required to be installed in the system. Subsequently, the latter process made disadvantage to the active control system due to very high price of the robust actuators as well as their large demands for electricity. Therefore, through a numerical process (Part I), influence of toggled actuator pattern was investigated. The algorithm used in the system was LQR and ATmega328 was selected as a control platform. For comparison, active tendon control system was chosen. The final results show clearly that using the toggle pattern mitigates the required actuator forces enormously leading to deploy much lighter actuators.
机译:在这项研究中,检查了切换的执行器力。为了实现该目的,致动器安装在S.O.F帧中的肘节图案中,通过数值分析过程来研究框架和致动器力。在过去的二十年里,研究人员试图使用强大的支撑系统以及巨大的阻尼器,以在密集的地震中稳定高层建筑。最终,利用含有致动器的主动控制系统出现以对结构进行抗衡激发。然而,越强大的地震激励,需要在系统中安装更强大的执行器。随后,由于强大的致动器的非常高的价格以及它们对电力的大量需求,后一种过程对主动控制系统的缺点。因此,通过数值处理(第一部分),研究了切换致动器图案的影响。系统中使用的算法是LQR和ATMEGA328作为控制平台。为了比较,选择了活性肌腱控制系统。最终结果表明,使用肘节模式可以减轻所需的执行器力,这极大地导致部署了更轻的致动器。

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