Adaptive tuned mass damper based on pre-stressable leaf-springs

被引:20
作者
Gsell, Daniel [1 ]
Feltrin, Glauco [1 ]
Motavalli, Masoud [1 ]
机构
[1] Swiss Fed Lab Mat Testing & Res Empa, CH-8600 Dubendorf, Switzerland
关键词
vibration mitigation; tuned mass damper; adaptive; pre-stressable leaf-springs; varying resonance frequency; PZT stack actuators;
D O I
10.1177/1045389X06073641
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Lightweight bridges exhibit a high live load to dead load ratio. Thus, their resonance frequencies depend on the current loading state and can vary in quite a broad range. This behavior is a real challenge in vibration mitigation of such structures controlled by tuned mass dampers (TMDs), since the performance of single passive TMDs degrades significantly if the resonance frequency of a structure differs even slightly from design frequency. This study proposes an adaptive TMD, which continuously adapts its natural frequency to the current resonance frequency of the structure. The concept is based on pre-stressable leaf-springs that are controlled by piezoceramic stack actuators. Experiments performed on a first prototype show that the TMD is continuously tunable in a broad frequency range.
引用
收藏
页码:845 / 851
页数:7
相关论文
共 15 条
[1]   Optimal control of structures with semiactive-tuned mass dampers [J].
Aldemir, U .
JOURNAL OF SOUND AND VIBRATION, 2003, 266 (04) :847-874
[2]  
Bachmann H., 2002, INT C FOOTB AFGCOTUA, P1
[3]  
Cunefare K, 2002, J INTEL MAT SYST STR, V13, P97, DOI 10.1106/104538902025937
[4]  
FELTRIN G, 2004, 3 EUR C STRUCT CONTR
[5]  
HORALD T, 2004, 22 INT C HIGH PERF S
[6]   VIBRATION CONTROL USING MULTIPLE TUNED MASS DAMPERS [J].
IGUSA, T ;
XU, K .
JOURNAL OF SOUND AND VIBRATION, 1994, 175 (04) :491-503
[7]   Design and dynamic analysis of an adjustable inertia absorber for semiactive structural vibration attenuation [J].
Jalili, N ;
Fallahi, B .
JOURNAL OF ENGINEERING MECHANICS, 2002, 128 (12) :1342-1348
[8]   Short time Fourier transform algorithm for wind response control of buildings with variable stiffness TMD [J].
Nagarajaiah, S ;
Varadarajan, N .
ENGINEERING STRUCTURES, 2005, 27 (03) :431-441
[9]  
Ormondroyd J., 1928, Journal of Applied Mechanics, V50, P9
[10]   Effectiveness of semi-active tuned mass dampers under harmonic excitation [J].
Pinkaew, T ;
Fujino, Y .
ENGINEERING STRUCTURES, 2001, 23 (07) :850-856