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个人信息Personal Information
教授
博士生导师
硕士生导师
性别:男
毕业院校:中国地震局工程力学研究所
学位:博士
所在单位:土木工程系
学科:结构工程. 防灾减灾工程及防护工程
A Simplified Optimization Strategy for Nonlinear Tuned Mass Damper in Structural Vibration Control
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论文类型:期刊论文
发表时间:2012-07-01
发表刊物:ASIAN JOURNAL OF CONTROL
收录刊物:SCIE、EI、Scopus
卷号:14
期号:4
页面范围:1059-1069
ISSN号:1561-8625
关键字:Tuned mass damper; nonlinear stiffness element; equivalent linearization; optimization strategy; sensitivity
摘要:In this paper, a simplified optimization strategy for the nonlinear tuned mass damper (TMD) is presented, and the optimal parameter setting can be simply determined, by which the nonlinear TMD is effective over a wide frequency range. In the given numerical model, the nonlinear TMD is attached to the structure, which is represented by a single-degree-of-freedom system, and the environmental load is assumed to be the Gaussian white noise process. Governing differential equations of motion of the coupled structure-TMD system are derived, and the equivalent linearization method is introduced in the numerical calculation. The standard deviation of the structural displacement is adopted as the optimized objective function. Furthermore, it is pointed out that the response of the system can be controlled in a case of multiple probable steady-state processes caused by the nonlinearity of the stiffness element. Different from the linear TMD, the performance of the nonlinear TMD may be influenced by the excitation. Thus, the performance sensitivity of optimal nonlinear TMD is investigated with different excitation intensities and structural damping ratios. The results show that the sensitivity may limit the engineering applications of nonlinear TMD.