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Semiactive Vibration Control in a Three-Story Building-Like Structure Using a Magnetorheological Damper

机译:使用磁流变阻尼器的三层建筑结构中的半视振控制

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This article considers the dynamic analysis and semiactive vibration control on a building-like structure, excited on its base through an external force generated by an electromechanical shaker providing harmonic and seismic motion at the base of the overall structure. The mathematical model of the overall system is obtained using Euler-Lagrange methods, which is validated by means of experimental modal analysis techniques. In fact, the external force excites the first three (lateral) vibration modes of the building-like structure. Therefore, to suppress and/or attenuate the undesirable vibrations on the structure, it is proposed a semiactive vibration control scheme considering a Magneto-Rheological damper directly coupled between the base and the first floor. The hysteretic behavior of the Magneto-Rheological damper is modeled by means of the polynomial approach proposed by Choi-Lee-Park. Finally, a Multi Positive Position Feedback controller combined with Sliding-Mode Control techniques is synthesized, using as output the position provided by an accelerometer collocated on the first floor. Some experimental results are presented to show the dynamic performance of the overall building-like structure.
机译:本文考虑了在基层结构上的动态分析和半导体振动控制,通过机电振动器在整体结构基部提供谐波和地震运动产生的外力来兴奋。使用Euler-Lagrange方法获得整个系统的数学模型,其通过实验模态分析技术验证。实际上,外力激发了建筑物状结构的前三个(横向)振动模式。因此,为了抑制和/或衰减结构上的不希望的振动,提出了考虑到磁流变阻尼器直接耦合在底座和一楼之间的半导体振动控制方案。磁流变阻尼器的滞回行为是通过Choi-Lee-Park提出的多项式方法进行建模的。最后,合成了与滑模控制技术结合的多正位置反馈控制器,用作输出通过在一楼上铺设的加速度计提供的位置。提出了一些实验结果以显示整体建筑物的动态性能。

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