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Active vibration control in building-like structures submitted to earthquakes using multiple positive position feedback and sliding modes

机译:使用多个正位置反馈和滑动模式对建筑物结构进行地震的主动振动控制

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摘要

This work deals with the structural and dynamic analysis of a building-like structure consisting of a three-story building with one passive/active vibration absorber. The base of the structure is perturbed using a shaker, providing excitation forces and noisy excitations emulating ground transportation, underground railways and earthquakes, quite common in Mexico City. It is considered a realistic seismic record of 8.1Mw occurred at Mexico City, containing some resonant frequencies of the structure. The mechanical structure is modeled using Euler-Lagrange methodology and validated using experimental modal analysis techniques. The active control scheme is synthesized to actively attenuate the noise and vibration system response, caused by noisy excitation forces acting on the base, by employing Multiple Positive Position Feedback and Sliding Mode Control to improve the closed-loop system response and, simultaneously, attenuate three vibration modes. Simulation and experimental results describe the overall system performance.
机译:这项工作处理了由三层建筑和一个被动/主动减震器组成的类似建筑物的结构的结构和动力分析。该结构的底部被振动器扰动,提供了激励力和嘈杂的激励,模拟了地面运输,地下铁路和地震,这在墨西哥城很常见。它被认为是发生在墨西哥城的8.1Mw的真实地震记录,其中包含该结构的某些共振频率。机械结构使用Euler-Lagrange方法进行建模,并使用实验模态分析技术进行验证。通过采用多个正位置反馈和滑模控制来改善闭环系统响应,并同时衰减三个噪声,从而合成了主动控制方案,以主动衰减由作用在基座上的噪声激励力引起的噪声和振动系统响应。振动模式。仿真和实验结果描述了整个系统的性能。

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