Active feedback control for cable vibrations

The nonlinear mechanics of cable vibration is caught either by analytical or numerical models. Nevertheless, the choice of the most appropriate method, in consideration of the problem under study, is not straightforward. A feedback control policy might even enhance the complexity of the system. Thus, in order to design a suitable controller, different approaches are here adopted. Devices mounted transversely to the cable in the two directions, close to one of its ends, supply the feedback control action based on the observation of the response in a few points. The low order terms of the control law are, at first, analyzed in the framework of linear models. Explicit analytic solutions are derived for this purpose. The effectiveness of high order terms in the control law is then explored by means of a finite element model(FEM), which accounts for high order harmonics. A suitably dimensional analytical Galerkin model is finally derived, to investigate the effectiveness of the proposed control strategy, when applied to a physical model.

[1]  Giuseppe Rega,et al.  Nonlinear vibrations of suspended cables—Part I: Modeling and analysis , 2004 .

[2]  C. S. Cai,et al.  Experimental Study of Magnetorheological Dampers and Application to Cable Vibration Control , 2006 .

[3]  Fabrizio Vestroni,et al.  Nonlinear Strategies for Longitudinal Control in the Stabilization of an Oscillating Suspended Cable , 2000 .

[4]  Ali H. Nayfeh,et al.  Multimode Interactions in Suspended Cables , 2001 .

[5]  R. Alaggio,et al.  Non-linear oscillations of a four-degree-of-freedom model of a suspended cable under multiple internal resonance conditions , 1995 .

[6]  G. Rega,et al.  Nonlinear vibrations of suspended cables—Part II: Deterministic phenomena , 2004 .

[7]  Filippo Ubertini,et al.  A parametric investigation of wind-induced cable fatigue , 2007 .

[8]  You Lin Xu,et al.  Non-linear vibration of cable-damper systems part I : formulation , 1999 .

[9]  W. Staszewski IDENTIFICATION OF DAMPING IN MDOF SYSTEMS USING TIME-SCALE DECOMPOSITION , 1997 .

[10]  Fabrizio Vestroni,et al.  Parametric analysis of large amplitude free vibrations of a suspended cable , 1984 .

[11]  Mohamed Abdel-Rohman,et al.  Control of Wind-Induced Nonlinear Oscillations in Suspended Cables , 2004 .

[12]  C. S. Cai,et al.  Cable Vibration Reduction with a Hung-on TMD System. Part I: Theoretical Study , 2006 .

[13]  Fabrizio Vestroni,et al.  Nonlinear oscillations of cables under harmonic loading using analytical and finite element models , 2004 .

[14]  H. M. Irvine,et al.  The linear theory of free vibrations of a suspended cable , 1974, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[15]  Fabrizio Vestroni,et al.  Nonlinear Oscillations of a Nonresonant Cable under In-Plane Excitation with a Longitudinal Control , 1997 .

[16]  Søren Nielsen,et al.  Semi-active control of three-dimensional vibrations of an inclined sag cable with magnetorheological dampers , 2006 .

[17]  G. Rega,et al.  Two-to-one resonant multi-modal dynamics of horizontal/inclined cables. Part I: Theoretical formulation and model validation , 2007 .

[18]  Min Liu,et al.  Vibration mitigation of a stay cable with one shape memory alloy damper , 2004 .

[19]  Ali H. Nayfeh,et al.  Non-linear responses of suspended cables to primary resonance excitations , 2003 .

[20]  G. Rega,et al.  Two-to-one resonant multi-modal dynamics of horizontal/inclined cables. Part II: Internal resonance activation, reduced-order models and nonlinear normal modes , 2007 .

[21]  C. S. Cai,et al.  Cable Vibration Reduction with a Hung-on TMD System, Part II: Parametric Study , 2006 .

[22]  Yl L. Xu,et al.  Non-Linear Vibration of CABLE-DAMPER Systems Part II: Application and Verification , 1999 .

[23]  Fabrizio Vestroni,et al.  Active Longitudinal Control of Wind-Induced Oscillations of a Suspended Cable , 1998 .