Semi-active phase control of tuned mass dampers for translational and torsional vibration mitigation of structures

被引:12
作者
Lai, Yong-An [1 ]
Chung, Lap-Loi [1 ,2 ,3 ]
Yang, Chuang-Sheng Walter [4 ]
Wu, Lai-Yun [1 ]
机构
[1] Natl Taiwan Univ, Dept Civil Engn, 1,Sect 4,Roosevelt Rd, Taipei 10617, Taiwan
[2] Natl Ctr Res Earthquake Engn, Taipei, Taiwan
[3] Natl Cheng Kung Univ, Dept Civil Engn, Tainan, Taiwan
[4] Georgia Inst Technol, Sch Civil & Environm Engn, Atlanta, GA 30332 USA
关键词
phase control; power flow; semi-active control; translational and torsional directions of structures; tuned mass damper; OPTIMUM ABSORBER PARAMETERS; WIND RESPONSE CONTROL; DESIGN; PERFORMANCE; PROTECTION; EFFICIENCY; BUILDINGS;
D O I
10.1002/stc.2191
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present study aims at demonstrating the feasibility of semi-active phase control of tuned mass dampers (TMDs) implemented in structures for simultaneous reduction in translational and torsional vibration. The semi-active phase control, which employs a semi-active friction device, applies the friction force at certain situations to adjust the TMD phase back to the 90 degrees phase lag. Thus, the phase control tuned mass dampers (PC-TMDs) can develop the best power flow to reduce the structural vibration. In this paper, a complete phase control algorithm is proposed by considering a full range of phase differences. The proposed PC-TMDs not only improve the control performance but also prevent the TMD power from flowing back to the main structure. Furthermore, conventional suspension-type TMDs have only one tuning frequency and exhibit a potential off-tuning issue, lacking an ability to simultaneously suppress the structural translational and torsional vibration. The feasibility of application of the PC-TMDs is verified through various numerical simulations, and a practical mechanism for the PC-TMDs is introduced. The simulation results reveal the robustness of the PC-TMDs, particularly when the PC-TMDs are de-tuned to the structure. Therefore, the PC-TMDs outperform the conventional TMDs in terms of suppressing the structural responses in all the translational and torsional directions.
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页数:22
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