Optimal design of distributed tuned mass dampers for passive vibration control of structures

被引:23
|
作者
Yang, F. [1 ]
Sedaghati, R. [2 ]
Esmailzadeh, E. [3 ]
机构
[1] Huaqiao Univ, Coll Mech Engn & Automat, Xiamen 361021, Peoples R China
[2] Concordia Univ, Dept Mech & Ind Engn, Montreal, PQ H3G 1M8, Canada
[3] Univ Ontario Inst Technol, Fac Engn & Appl Sci, Oshawa, ON L1H 7K4, Canada
来源
基金
中国国家自然科学基金; 加拿大自然科学与工程研究理事会;
关键词
passive vibration control; tuned mass damper (TMD); feedback gains; distributed tuned mass dampers (DTMD); design optimization; DYNAMIC CHARACTERISTICS; ABSORBER PARAMETERS; STIFFNESS; OPTIMIZATION; TRANSFORM; BEAMS;
D O I
10.1002/stc.1670
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The distributed tuned mass damper (DTMD) system consists of multiple tuned mass dampers, which are designed to suppress the undesirable structural vibration over a bandwidth centered at a particular tuned frequency. In this study, an innovative practical approach to optimally design the DTMD system has been proposed. Comparisons were made between the optimal DTMD system, obtained based on the proposed design approach, and those using the conventional design approach. The superior performance and robustness of the optimally designed DTMD system based on the proposed approach compared with that based on the conventional approach have been demonstrated through illustrative examples. It has been shown that the proposed design approach provide a simple, clear, and straightforward way to effectively attain the optimum parameters of the DTMD system. Copyright (c) 2014 John Wiley & Sons, Ltd.
引用
收藏
页码:221 / 236
页数:16
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