Modeling and design of tuned mass dampers using sliding variable friction pendulum bearings

被引:26
作者
Matta, Emiliano [1 ]
Greco, Rita [2 ]
机构
[1] Politecn Torino, Dept Architecture & Design, Viale Mattioli 39, I-10125 Turin, Italy
[2] Politecn Bari, Dept Civil Environm Terr Bldg & Chem Engn, Via Orabona 4, I-70126 Bari, Italy
关键词
VIBRATION CONTROL; OPTIMUM DESIGN; HOMOGENEOUS FRICTION; SEISMIC PERFORMANCE; ADAPTIVE-BEHAVIOR; OPTIMIZATION; ABSORBERS;
D O I
10.1007/s00707-020-02801-9
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
An effective vibration control device, the pendulum tuned mass damper (P-TMD), can be easily realized as a mass supported on rolling or sliding pendulum bearings. While the bearings' concavity provides the desired gravitational restoring force, the necessary dissipative force can be obtained either from additional dampers installed in parallel with the bearings or from the same friction resistance developing within each bearing between the roller/slider and the rolling/sliding surface. The latter solution may prove cheaper and more compact but implies that the P-TMD effectiveness will be amplitude dependent if the friction coefficient is kept uniform along the rolling/sliding surface, as in conventional friction bearings. In this case, the friction P-TMD will be as efficient as a viscous P-TMD only at a given vibration level, with large performance reductions at other levels. To avoid this inconvenience, this paper proposes a new type of sliding variable friction pendulum (VFP) TMD, called the VFP-TMD, in which the sliding surface is divided into two concentric regions: a circular inner region, having the lowest possible friction coefficient and the same dimensions of the slider, and an annular outer region, having a friction coefficient set to an optimal value. A similar arrangement has been recently proposed to realize adaptive seismic isolation devices, but no specific application to TMDs is reported. To assess the VFP-TMD performance, first its analytical model is derived, rigorously accounting for geometric nonlinearities as well as for the variable (in time and space) pressure distribution along the contact area, and then, an optimal design methodology is presented. Finally, numerical simulations show the influence of the main design parameters on the device behavior and demonstrate that the VFP-TMD can achieve nearly the same effectiveness of viscous P-TMDs, while considerably outperforming conventional uniform-friction P-TMDs. The proposed analytical model can be used to enhance or validate existing models of VFP isolators that assume a constant and uniform contact pressure distribution.
引用
收藏
页码:5021 / 5046
页数:26
相关论文
共 39 条
[1]   A bidirectional and homogeneous tuned mass damper:: A new device for passive control of vibrations [J].
Almazan, Jose L. ;
De la Llera, Juan C. ;
Inaudi, Jose A. ;
Lopez-Garcia, Diego ;
Izquierdo, Luis E. .
ENGINEERING STRUCTURES, 2007, 29 (07) :1548-1560
[2]   Unbalanced oil filled sphere as rolling pendulum on a flat surface to damp horizontal structural vibrations [J].
Bransch, Martin .
JOURNAL OF SOUND AND VIBRATION, 2016, 368 :22-35
[3]   Seismic Isolation Devices Based on Sliding Between Surfaces with Variable Friction Coefficient [J].
Calvi, Paolo M. ;
Moratti, Matteo ;
Calvi, Gian Michele .
EARTHQUAKE SPECTRA, 2016, 32 (04) :2291-2315
[4]   Numerical modelling of variable friction sliding base isolators [J].
Calvi, Paolo M. ;
Ruggiero, David M. .
BULLETIN OF EARTHQUAKE ENGINEERING, 2016, 14 (02) :549-568
[5]   Tuned rolling-ball dampers for vibration control in wind turbines [J].
Chen, Junling ;
Georgakis, Christos T. .
JOURNAL OF SOUND AND VIBRATION, 2013, 332 (21) :5271-5282
[6]   Research developments in vibration control of structures using passive tuned mass dampers [J].
Elias, Said ;
Matsagar, Vasant .
ANNUAL REVIEWS IN CONTROL, 2017, 44 :129-156
[7]   Spherical sliding isolation bearings with adaptive behavior: Experimental verification [J].
Fenz, Daniel M. ;
Constantinou, Michael C. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2008, 37 (02) :185-205
[8]   Theoretical prediction of the dynamic behavior of rolling-ball rubber-layer isolation systems [J].
Fiore, Alessandra ;
Marano, Giuseppe Carlo ;
Natale, Maria Gabriella .
STRUCTURAL CONTROL & HEALTH MONITORING, 2016, 23 (09) :1150-1167
[9]   Performance-cost optimization of tuned mass damper under low-moderate seismic actions [J].
Greco, Rita ;
Marano, Giuseppe Carlo ;
Fiore, Alessandra .
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2016, 25 (18) :1103-1122
[10]   Optimum design of Tuned Mass Dampers by displacement and energy perspectives [J].
Greco, Rita ;
Marano, Giuseppe Carlo .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2013, 49 :243-253