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Experimental Identification and Control of a Frame Structure Using an Actively Controlled Inertial-Based Vibration Absorber

机译:主动控制的基于惯性的减振器对框架结构的实验识别与控制

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In this investigation, a method for reducing the externally induced vibrations of a frame structure is developed. The frame structure considered as a case study is a three-story shear building system with a pendulum hinged on the third floor. The pendulum serves as an actively controlled inertial-based vibration absorber and the applied torque is actively controlled by using a brushless motor driven by a programmable digital controller. A first-order state-space model of the frame structure is obtained from input-output experimental data without considering the control action of the pendulum. For this purpose, a numerical procedure based on the combination of the Observer/Kalman Filter Identification Method (OKID) with the Eigensystem Realization Algorithm (ERA) is used. The identified mathematical model of the frame structure is used to design an optimal feedback controller and an optimal state estimator based on a closed-loop control architecture by using the Linear Quadratic Gaussian (LQG) control and estimation method. Experimental results demonstrated that the introduction of the feedback controller combined with the state estimator designed employing the LQG method and based on the identified state-space representation leads to a considerable reduction of the vibrations of the frame structure.
机译:在该研究中,开发了用于减小框架结构的外部引起的振动的方法。作为案例研究的框架结构是一个三层的剪力建筑系统,在第三层有一个钟摆。摆锤用作主动控制的基于惯性的减振器,通过使用由可编程数字控制器驱动的无刷电机来主动控制所施加的扭矩。从输入输出实验数据获得框架结构的一阶状态空间模型,而无需考虑摆锤的控制作用。为此,使用了基于观察者/卡尔曼滤波器识别方法(OKID)与本征系统实现算法(ERA)结合的数值过程。利用线性二次高斯(LQG)控制和估计方法,将确定的框架结构数学模型用于基于闭环控制体系结构设计最佳反馈控制器和最佳状态估计器。实验结果表明,引入反馈控制器并结合使用LQG方法设计的状态估计器并基于识别出的状态空间表示形式,可以显着减少框架结构的振动。

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