负刚度惯性阻尼器控制高层结构振动的试验与模拟研究

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振动与冲击 ›› 2025, Vol. 44 ›› Issue (2) : 167-176.

土木工程

负刚度惯性阻尼器控制高层结构振动的试验与模拟研究

赵玮伟，全涌*

作者信息 +

Tests and simulations on the vibration control of a high-rise structure with a tuned viscous mass damper with negative stiffness

ZHAO Weiwei,QUAN Yong*

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文章历史 +

摘要

建立了控制多自由度高层建筑风致振动的负刚度惯性调谐阻尼器系统(negative stiffness-tuned viscous mass damper，NS-TVMD)的理论模型，通过3D打印技术设计制造了以齿轮齿条式惯容器元件和预压弹簧式负刚度元件组装而成的NS-TVMD系统，并将该系统安装在一个6自由度高层建筑气动弹性模型上进行了风洞试验研究。然后通过数值模拟和试验结果相互验证，并分析得到了NS-TVMD的最优参数。结果表明：准确调谐的NS-TVMD系统比传统调谐惯性黏滞阻尼器系统对高层建筑的风致振动具有更好的控制效果。由于负刚度组件在静态情况下具有高刚度，而在动态情况下具有低刚度，当NS-TVMD系统被调频至受控结构的一阶自振频率附近时，它不仅能有效控制结构的一阶模态响应，还能通过其低动态刚度特性控制结构的高阶模态响应。

Abstract

A theoretical model of a tuned viscous mass damper with negative stiffness-tuned viscous mass damper(NS-TVMD) system for controlling wind-induced vibrations in a multi-degree-of-freedom (MDOF) model is established. The NS-TVMD system is designed and manufactured using 3D printing technology, incorporating a gear-rack inerter device and a pre-compressed spring negative stiffness device. This system is installed on a 6-degree-of-freedom high-rise building aeroelastic model for wind tunnel testing. Numerical simulations and experimental results are cross-validated to determine the optimal parameters for the NS-TVMD. The results indicate that the accurately tuned NS-TVMD system exhibits better control of wind-induced vibrations in high-rise buildings compared to traditional tuned viscous mass damper (TVMD) systems. Because the negative stiffness system exhibits high stiffness in static conditions and low stiffness in dynamic conditions, tuning the NS-TVMD system to the first natural frequency of the controlled structure effectively controls not only the first modal response but also the higher modal responses.

导出引用

赵玮伟, 全涌. 负刚度惯性阻尼器控制高层结构振动的试验与模拟研究[J]. 振动与冲击, 2025, 44(2): 167-176

ZHAO Weiwei, QUAN Yong. Tests and simulations on the vibration control of a high-rise structure with a tuned viscous mass damper with negative stiffness[J]. Journal of Vibration and Shock, 2025, 44(2): 167-176

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