高层结构附加调谐质量惯容装置的轻量化结构控制研究

马宏伟1, 曾昱棠1, 刘鹏2, 朱佩宁3, 何文辉1

振动与冲击 ›› 2025, Vol. 44 ›› Issue (7) : 163-171.

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振动与冲击 ›› 2025, Vol. 44 ›› Issue (7) : 163-171.
土木工程

高层结构附加调谐质量惯容装置的轻量化结构控制研究

  • 马宏伟*1,曾昱棠1,刘鹏2,朱佩宁3,何文辉1
作者信息 +

MA Hongwei1, ZENG Yutang1, LIU Peng2, ZHU Peining3, HE Wenhui1

  • MA Hongwei*1, ZENG Yutang1, LIU Peng2, ZHU Peining3, HE Wenhui1
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文章历史 +

摘要

惯容器是一种两端点加速度相关型控制元件,具有表观质量放大、耗能增效等特性,可更加高效、经济的进行结构振动控制,将惯容器表观质量增大的特性拓展到调谐减震装置中可实现轻量化振动控制。为研究高层结构上附加旋转惯质双调谐质量阻尼器(RIDTMD)的轻量化振动控制效果,采用柔度法求逆的方法获得等效简化模型;通过结构模态分析、时程分析验证了等效模型的可靠性;建立附加RIDTMD多自由度结构的力学模型与运动方程;采取H2优化和给定质量、阻尼参数的取值区间来确定RIDTMD的参数。在一个51层的框架核心筒结构上设计了RIDTMD,分析其在地震激励下的楼层位移、加速度和层间位移角等结构响应,频域与时程分析结果看,以TMD控制效果为目标的H2优化设计可以使RIDTMD有着与TMD类似的振动控制效果,与无控结构相比,顶层峰值位移、均方根位移最大可分别降低18%、32.9%,且RIDTMD的调谐质量比TMD减少30%。

Abstract

The inerter is a kind of acceleration-related control element at both ends. It has the characteristics of apparent mass amplification, energy dissipation and efficiency enhancement, which can be more efficient and economical for structural vibration control. The characteristics of apparent mass increase of inerter are extended to the tuned damping device to achieve lightweight vibration control. In order to study the lightweight vibration control effect of the rotational inertia double tuned mass damper ( RIDTMD ) on the high-rise structure, the equivalent simplified model is obtained by the inverse method of flexibility method. The reliability of the equivalent model is verified by structural modal analysis and time history analysis. The mechanical model and motion equation of the multi-degree-of-freedom structure with additional RIDTMD are established. The parameters of RIDTMD were determined by H2 optimization and the value interval of given mass and damping parameters. RIDTMD is designed on a 51-story frame-core tube structure, and its structural responses such as floor displacement, acceleration and inter-story displacement angle under seismic excitation are analyzed. The results of frequency domain and time history analysis show that the H2 optimization design with TMD control effect as the goal can make RIDTMD have similar vibration control effect as TMD. Compared with the uncontrolled structure, the peak displacement and root mean square displacement of the top floor can be reduced by 18 % and 32.9 % respectively, and the tuning mass of RIDTMD is 30 % lower than that of TMD.

关键词

高层建筑 / 调谐减震 / 惯容器 / 振动控制

Key words

high-rise building / Tuning shock absorption / inerter / vibration control

引用本文

导出引用
马宏伟1, 曾昱棠1, 刘鹏2, 朱佩宁3, 何文辉1. 高层结构附加调谐质量惯容装置的轻量化结构控制研究[J]. 振动与冲击, 2025, 44(7): 163-171
MA Hongwei1, ZENG Yutang1, LIU Peng2, ZHU Peining3, HE Wenhui1. MA Hongwei1, ZENG Yutang1, LIU Peng2, ZHU Peining3, HE Wenhui1[J]. Journal of Vibration and Shock, 2025, 44(7): 163-171

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