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

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Journal of Vibration and Shock ›› 2025, Vol. 44 ›› Issue (7) : 163-171.

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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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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.

Key words

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

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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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