Track Nonlinear Energy Sink for Rapid Response Reduction in Building Structures

被引:89
|
作者
Wang, Jingjing [1 ]
Wierschem, Nicholas E. [2 ]
Spencer, Billie F., Jr. [2 ]
Lu, Xilin [1 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[2] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
基金
中国国家自然科学基金;
关键词
Structural dynamics; Energy dissipation; Nonlinear systems; Nonlinear response; Impulsive loads; Earthquakes; MECHANICAL OSCILLATORS; SEISMIC MITIGATION; TRANSFERS; SYSTEMS; ATTACHMENTS; DYNAMICS;
D O I
10.1061/(ASCE)EM.1943-7889.0000824
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A new type of nonlinear energy sink (NES), termed a track NES, is proposed in this paper. The shape of the track over which the auxiliary mass moves determines the character of the nonlinear restoring force for the NES. After deriving the equations of motion for the track NES, numerical optimization is carried out for the system implemented in a two-degree-of-freedom primary structure. The optimization results are in the track shape of a fourth-order polynomial. The performance of the track NES is compared with an equivalent tuned mass damper (TMD) and the Type I NES, which utilizes a cubic restoring force. The results of this comparison show that the attenuation observed with the track NES is competitive with the Type I NES and is more robust against changes in the underlying structure than the TMD. Moreover, the track NES is more scalable and offers greater flexibility in prescribing the associated nonlinear restoring force.. (C) 2014 American Society of Civil Engineers.
引用
收藏
页数:10
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