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Active dynamic absorber approach to decentralized vibration control.

机译:主动动态吸收器方法可实现分散式振动控制。

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Damping enhancement and disturbance force isolation are two important issues of structural vibration control. When a lightly damped structure has some closely spaced very low frequency modes and is also subject to some persistent periodic disturbance forces, especially when required vibration suppressions are very stringent, the related vibration control will be a very challenging task. Traditionally, robust stability and robust performance always need certain trade-off if there are large model uncertainties. In this dissertation, an active dynamic absorber (ADA) approach was proposed to deal with above problems. Three different ADA controller models were developed in which velocity measurements are not required. The connections between ADA and passive dynamic absorber were established and three basic properties of ADA (Band Modal Control, Arbitrary Assignable Transmission Zeros, and Multi-ADA Control Effort) were proved. To increase structural damping, the absorber behaviors of ADA internal parameters were studied in detail and an effective multivariable optimal design algorithm of ADA parameters was established. To control rigid body modes, it was showed that certain ADA with zero frequency and zero damping can turn all rigid body modes into oscillating modes and this is equivalent to the direct displacement output feedback control. To isolate periodic disturbance forces at the regulated locations, multivariable transmission zero theory was used to develop general nonlinear programming formulations for determining ADA internal parameters towards maximal isolation. Some relating problems, including ADA gain effect, ADA damping effect, and ADA frequency sensitivity, were also investigated. For some practical considerations, several important ADA synthesis issues were addressed and the effects of sensor noise and sensor bias were also discussed. Finally the numerical simulation was performed about NASA CSI testbed structure which successfully demonstrated the effectiveness of ADA approach in achieving both robust stability and robust performance.
机译:阻尼增强和干扰力隔离是结构振动控制的两个重要问题。当轻阻尼结构具有一些紧密间隔的极低频模式并且还受到一些持续的周期性干扰力时,尤其是当所需的振动抑制非常严格时,相关的振动控制将是非常艰巨的任务。传统上,如果存在较大的模型不确定性,则鲁棒的稳定性和鲁棒的性能始终需要进行一定的权衡。本文针对上述问题提出了一种主动动态吸收器(ADA)方法。开发了三种不同的ADA控制器模型,其中不需要速度测量。建立了ADA与无源动态吸收器之间的连接,并证明了ADA的三个基本特性(带模态控制,任意可分配的传输零点和Multi-ADA控制工作量)。为了增加结构阻尼,详细研究了ADA内部参数的吸收特性,并建立了有效的ADA参数多变量最优设计算法。为了控制刚体模式,研究表明,某些零频率和零阻尼的ADA可以将所有刚体模式转换为振荡模式,这等效于直接位移输出反馈控制。为了隔离调节位置处的周期性干扰力,多变量传输零理论被用于开发通用的非线性规划公式,以确定ADA内部参数以实现最大隔离。还研究了一些相关问题,包括ADA增益效应,ADA阻尼效应和ADA频率灵敏度。出于一些实际考虑,解决了一些重要的ADA综合问题,并讨论了传感器噪声和传感器偏置的影响。最后,对NASA CSI测试平台结构进行了数值模拟,成功地证明了ADA方法在实现鲁棒稳定性和鲁棒性能方面的有效性。

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