The Multi-Degree-of-Freedom Tuned-Mass Damper for Suppression of Single-Mode Vibration Under Random and Harmonic Excitation

Whenever a tuned-mass damper is attached to a primary system, there is potential for utilization of motion of the absorber body in more than one degree of freedom relative to the primary system. In this paper, we propose that more than one mode of vibration of an absorber body relative to a primary system be tuned to a single natural frequency of the primary system. We cast the problem of optimizing the multi-degree-of-freedom connection between the absorber body and primary structure as a decentralized control problem, and develop optimization algorithms based on the H2 and H-infinity norms to minimize the response to random and harmonic excitations, respectively. We find that a two-DOF absorber can attain better performance than the optimal SDOF absorber, even for the case where the rotary inertia of the absorber tends to be zero. With properly chosen connection locations, the two-DOF absorber can achieve better vibration suppression than two separate absorbers of optimized mass distribution. We also find that a two-DOF absorber with negative dampers in some of the connections to the primary system can obtain much better performance than absorbers with only positive dampers.Copyright © 2003 by ASME

[1]  David G. Jones,et al.  Vibration and Shock in Damped Mechanical Systems , 1968 .

[2]  Bo Ping Wang,et al.  Vibration reduction over a frequency range , 1983 .

[3]  Lei Zuo,et al.  Design of Passive Mechanical Systems via Decentralized Control Techniques , 2002 .

[4]  G. B. Warburton,et al.  Optimum absorber parameters for various combinations of response and excitation parameters , 1982 .

[5]  Henry J. Rice Design Of Multiple Vibration Absorber Systems Using Modal Data , 1993 .

[6]  Samir A. Nayfeh,et al.  Optimization of the individual stiffness and damping parameters in multiple-tuned-mass damper systems , 2003, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[7]  Lei Zuo,et al.  Minimax optimization of multi-degree-of-freedom tuned-mass dampers , 2004 .

[8]  Lei Zuo,et al.  Optimal control with structure constraints and its application to the design of passive mechanical systems , 2002 .

[9]  L. Ghaoui,et al.  A cone complementarity linearization algorithm for static output-feedback and related problems , 1996, Proceedings of Joint Conference on Control Applications Intelligent Control and Computer Aided Control System Design.

[10]  John F. MacGregor,et al.  Proceedings of the American Control Conference , 1985 .

[11]  R. Bishop Mechanical Vibration , 1958, Nature.

[12]  Robert E. Skelton,et al.  Static output feedback controllers: stability and convexity , 1998, IEEE Trans. Autom. Control..

[13]  Lei Zuo,et al.  Design of Multi-Degree-of-Freedom Tuned-Mass Dampers: A Minimax Approach , 2002 .

[14]  G. Zhai,et al.  Decentralized H∞ Controller Design: A Matrix Inequality Approach Using a Homotopy Method , 1998 .

[15]  Samir A. Nayfeh,et al.  Design of Multi-Degree-of-Freedom Tuned-Mass Dampers Based on Eigenvalue Perturbation , 2003 .

[16]  Youxian Sun,et al.  Output feedback decentralized stabilization: ILMI approach , 1998 .

[17]  M. Weiss,et al.  Robust and optimal control : By Kemin Zhou, John C. Doyle and Keith Glover, Prentice Hall, New Jersey, 1996, ISBN 0-13-456567-3 , 1997, Autom..

[18]  B. Wang,et al.  Optimal frequency response shaping by appendant structures , 1984 .

[19]  A. Baz,et al.  Analytical Solutions to H∞ and H2 Optimization of Dynamic Vibration Absorbers Attached to Damped Linear Systems , 2002 .

[20]  K. Xu,et al.  Dynamic characteristics of multiple substructures with closely spaced frequencies , 1992 .

[21]  T. Dahlberg On optimal use of the mass of a dynamic vibration absorber , 1989 .

[22]  K. Schittkowski,et al.  NONLINEAR PROGRAMMING , 2022 .

[23]  J. Mendel A concise derivation of optimal constant limited state feedback gains , 1974 .