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Effect of Shear Walls on the Active Vibration Control of Buildings

机译:剪力墙对建筑物主动振动控制的影响

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The study aims to assess the impact of shear walls on active vibration control of the buildings. It has evaluated the design of a smart 20-story building equipped with an Active Mass Damper to mitigate earthquakes. The design has combined shear walls with an Active Mass Damper (AMD) added on the top floor. The control configuration used a force actuator combined with a displacement sensor and was examined with Direct Velocity Feedback. The effect of the presence of wall braces in the design of tall buildings on the performances as well as the control effort has been studied. The results have stated that the shear walls designed for mitigating earthquake loads are capable of reducing the displacement of the tall building somewhat but failed to reduce the acceleration of the top floor. The combination between shear walls and AMD has incredible damping capability on the displacement and acceleration of the building. However, the shear walls tend to increase the control cost since they require more control energy.
机译:该研究旨在评估剪力墙对建筑物主动振动控制的影响。它评估了配备有主动减震器以减轻地震的20层智能建筑的设计。该设计将剪力墙与顶层的主动质量阻尼器(AMD)结合在一起。控制配置使用力致动器和位移传感器,并通过直接速度反馈进行了检查。研究了高层建筑设计中墙撑的存在对性能以及控制效果的影响。结果表明,为减轻地震荷载而设计的剪力墙能够在某种程度上减少高层建筑的位移,但不能降低顶层的加速度。剪力墙和AMD的结合对建筑物的位移和加速度具有令人难以置信的阻尼能力。但是,由于剪力墙需要更多的控制能量,因此往往会增加控制成本。

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