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首页> 外文期刊>Journal of vibration and control: JVC >Networked active vibration control of structural systems: A nonsmall input delay approach
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Networked active vibration control of structural systems: A nonsmall input delay approach

机译:结构系统的网络主动振动控制:一种非主体输入延迟方法

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摘要

This paper investigates the networked active vibration control for a multi-degree-of-freedom structural system subject to modeling uncertainties, stochastic sensor faults, and earthquake excitations. By adopting a positive velocity feedback controller and introducing a communication network that produces proper network-induced delays and packet dropouts in the feedback control loop, the closed-loop system is first modeled by an uncertain stochastic system with a nonsmall interval time-varying input delay. Then a delay-dependent criterion is derived by employing a complete Lyapunov-Krasovskii functional such that the stochastic system with the proper nonzero input delay is stochastically stable with L-2-gain performance, but unstable without delay. An iterative algorithm is presented to design the networked controller. A three-storey shear-beam building model subject to the El Centro 1940 earthquake is given to validate the proposed approach.
机译:本文调查了用于建模不确定性,随机传感器故障和地震激励的多程度自由度结构系统的网络主动振动控制。 通过采用正速度反馈控制器并引入在反馈控制回路中产生适当的网络引起的延迟和分组丢失的通信网络,闭环系统由不确定的随机系统建模,具有非主体间隔时变输入延迟 。 然后通过采用完整的Lyapunov-Krasovskii功能来导出延迟依赖性标准,使得具有适当的非零输入延迟的随机系统随着L-2增益性能而随机稳定,但不稳定而不延迟。 提出了一种迭代算法来设计网络控制器。 通过EL Centro 1940地震的三层剪力梁建筑模型验证了所提出的方法。

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