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VIBRATION CONTROL OF A LARGE-SCALE TEST BUILDING USING HYBRID MASS DAMPER SYSTEM APPLIED ROBUST CONTROL THEORY

机译:用混合体积阻尼系统应用鲁棒控制理论振动控制大型测试建筑

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The authors since 1990 have been working on the study and development of a vibration control system designed through use of Linear Quadratic optimal control theory (LQR). However, the LQR system needs many sensors, integrating amplifier, and cable to achieve vibration. To address these and other issues, as is well-known, robust control theory utilizes an efficient technique for vibration control of tall buildings. H∞control theory andμ-synthesis, which are representative of robust control theory and are which reduce the vibration of a building using only the absolute acceleration of the roof floor, have robust stability and robust performance. This paper describes design of a control system based on H∞control theory andμ -synthesis, as applied in an Active Mass Damper (AMD) system installed on a building. It has been demonstrated by simulations and observations that the designed controller has sufficient vibration AMD performance and robust performance under excitations.
机译:自1990年以来的作者一直在研究通过使用线性二次最佳控制理论(LQR)设计的振动控制系统的研究和开发。但是,LQR系统需要许多传感器,集成放大器和电缆实现振动。为了解决这些问题和其他问题,众所周知,鲁棒的控制理论利用高层建筑的振动控制有效的技术。 H∞Control理论和μ-合成,其代表鲁棒控制理论,并且仅使用车顶地板的绝对加速度减少建筑物的振动,具有鲁棒的稳定性和鲁棒性能。本文介绍了基于H∞Control理论和μS合成的控制系统的设计,如安装在建筑物上的有源质量阻尼器(AMD)系统中的应用。已经通过模拟和观察结果证明了设计的控制器具有足够的振动AMD性能和稳健性能的激励。

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