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3种构造形式调谐质量阻尼器性能

Performance of Tuned Mass Damper of Three Structures

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【作者】 吴思远廖旭钊荣坤杰王俊杰孔伟明傅知春鲁正

【Author】 WU Siyuan;LIAO Xuzhao;RONG Kunjie;WANG Junjie;KONG Weiming;FU Zhichun;LU Zheng;State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University;Department of Construction Engineering, Dalian University of Technology;China Construction Eighth Engineering Division Co., Ltd.;Zhixing Technology Nantong Co., Ltd.;Architectural Design and Research Institute of Guangdong Province;School of Civil Engineering, Shandong University;

【通讯作者】 廖旭钊;

【机构】 同济大学土木工程防灾减灾全国重点实验室大连理工大学建设工程学部中国建筑第八工程局有限公司智性科技南通有限公司广东省建筑设计研究院山东大学土建与水利学院

【摘要】 提出了3种平面内自由运动的调谐质量阻尼器(TMD)构造形式,即十字形(CTMD)、X形(XTMD)和旋风形(TTMD),通过有限元模型对比分析了3种TMD刚度变化、模态和简谐激励振动响应。根据分析结果可知,当TMD激励方向与弹簧垂直时,弹簧出力表现出非线性行为;相比于其他构造形式,TTMD减振效果更为稳定,效率更高。当质量比大于3%时,TTMD抑振效果更为显著。

【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.

【基金】 国家自然科学基金(52308509);中国博士后科学基金(2023M742096)
  • 【文献出处】 同济大学学报(自然科学版) ,Journal of Tongji University(Natural Science) , 编辑部邮箱 ,2024年09期
  • 【分类号】TU352
  • 【下载频次】107
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