Parametric optimization and aseismic performance of a TMD system based on power method

被引:0
|
作者
Li, Xiang-Xiu [1 ]
Tan, Ping [2 ]
Liu, Liang-Kun [2 ]
Zhang, Ying [2 ]
Yan, Wei-Ming [1 ]
Zhou, Fu-Lin [1 ,2 ]
机构
[1] School of Civil Engineering, Beijing University of Technology, Beijing
[2] Earthquake Engineering Research and Test Center, Guangzhou University, Guangzhou
来源
Zhendong yu Chongji/Journal of Vibration and Shock | 2014年 / 33卷 / 17期
关键词
Damping effect; HHT; Parametric optimization; Power equation; Tuned mass damper (TMD);
D O I
10.13465/j.cnki.jvs.2014.17.002
中图分类号
学科分类号
摘要
The power balance equation of a structure-TMD system was established. Considering the effects of natural period and damping ratio of the structure, the aseismic effect of the TMD system was investigated with the time history analysis method from the view point of power. The time-frequency diagram of seismic excitation was obtained using HHT transformation, and the reason for the power amplification of a controlled structure compared to an uncontrolled case at some instants was explained. The dissipation power formula of the main structure was derived under harmonic loadings acting on the base of a structure, and the optimal damping ratio and optimal frequency ratio were obtained based on minimization of the dissipation power of the main structure. A comparative analysis was performed with the proposed method and the previous 4 optimization methods. Results indicated that the displacement variance under the random excitation and the energy and power responses under certain ground motions obtained with the proposed method are among those with the four optimization methods, and significantly drop compared with those in the uncontrolled case, so the adaptability and reliability of this optimization method are proved.
引用
收藏
页码:6 / 11and17
页数:1111
相关论文
共 11 条
  • [1] Soong T.T., Dargush G.F., Passive Energy Dissipation Systems in Structural Engineering, (1997)
  • [2] Ou J.-P., Wang Y.-F., Wind induced vibration analyses and design methods of tall buildings with tuned mass dampers or tuned liquid dampers , Earthquake Engineering and Engineering Vibration, 14, 2, pp. 61-75, (1994)
  • [3] Li C.-X., Liu Y.-F., The design method regarding comfort control of wind-induced vibration for TMD-tall steel structure system , Journal of Vibration and Shock, 18, 2, pp. 60-64, (1999)
  • [4] Li C.-D., Li T., Huang T.-L., Et al., Complex mode theory used for random wind_induced response of structures with TMD , Journal of Vibration and Shock, 22, 2, pp. 1-8, (2003)
  • [5] Housner G.W., Limit design of structures to resist earthquake, Proc. 1st World Conf. Earthquake Engineering, (1956)
  • [6] Tan P., Pan Z.-D., Wang L., Et al., Seismic performance of TMD system based on energy theory, Guilin University of Technology, 32, 3, pp. 123-235, (2012)
  • [7] Bu G.-X., Tan P., Zhou F.-L., Et al., Optimal parameters design of TMD based on energy method, Huazhong University of Science and Technology, 25, 2, pp. 26-30, (2008)
  • [8] Den Hartog J.P., Mechanical Vibrations, (1956)
  • [9] Warburton G.B., Optimum absorber parameters for various combinations of response and excitation parameters, Earthquake Engineering and Structural Dynamics, 10, 3, pp. 381-401, (1982)
  • [10] Tsai H.C., Lin G.C., Optimum tuned mass dampers for minimizing steady state response of support excited and damped structures, Earthquake Engineering and Structural Dynamics, 22, 11, pp. 957-973, (1993)