Performance of Tuned Mass Damper of Three Structures
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1.State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;2.Department of Construction Engineering, Dalian University of Technology, Dalian 116024, China;3.China Construction Eighth Engineering Division Co., Ltd., Shanghai 200122, China;4.Zhixing Technology Nantong Co., Ltd., Nantong 226000, China;5.Architectural Design and Research Institute of Guangdong Province, Guangzhou 510010, China;6.School of Civil Engineering, Shandong University, Jinan 250061, China

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O328

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    Abstract:

    This paper proposes three types of tuned mass damper(TMD), i.e., cross shaped mass damper (CTMD), X shaped mass damper (XTMD), and tourbillion shaped mass damper(TTMD) with free motion in the plane. The stiffness changes, modal, and vibration responses under harmonic excitation of the three TMDs are compared and analyzed using the finite element model. The analysis results indicate that when the excitation direction of a TMD is perpendicular to the spring, the spring force exhibits a nonlinear behavior, and compared with other TMDs, TTMD has a better robustness and higher utilization efficiency. When the mass ratio is greater than 3%, the vibration suppression of TTMD is more significant.

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WU Siyuan, LIAO Xuzhao, RONG Kunjie, WANG Junjie, KONG Weiming, FU Zhichun, LU Zheng. Performance of Tuned Mass Damper of Three Structures[J].同济大学学报(自然科学版),2024,52(9):1401~1408

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History
  • Received:October 06,2022
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  • Online: September 27,2024
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