In many applications of vibration control, the circumstances of the application impose constraints on the energy available for the actuation of control forces. Semiactive dampers (i.e., viscous dampers with controllable coefficients) constitute the simplest example of such actuation in structural control applications. Regenerative Force Actuation (RFA) networks are an extension of semiactive devices, in which mechanical energy is first converted to electrical energy, which is then dissipated in a controllable resistive network. A fairly general class of semiactive and regenerative systems can be characterized by a differential equation which is bilinear (i.e., linear in state, linear in control input, but nonlinear in both). This paper presents a general approach to bilinear feedback control system design for semiactive and regenerative systems, which is analytically guaranteed to out-perform optimal linear viscous damping in stationary stochastic response, under the familiar Quadratic Gaussian performance measure. The design for full-state feedback and for the more practical case of noise-corrupted and incomplete measurements (i.e., output feedback) are separately discussed. Variants of the theory are shown to exist for other quadratic performance measures, including risk-sensitive and multi-objective frameworks. An illustrative application to civil engineering is presented.
[1]
D. Hrovat,et al.
Survey of Advanced Suspension Developments and Related Optimal Control Applications,
,
1997,
Autom..
[2]
Dean Karnopp,et al.
PERMANENT MAGNET LINEAR MOTORS USED AS VARIABLE MECHANICAL DAMPERS FOR VEHICLE SUSPENSIONS
,
1989
.
[3]
Jeffrey T. Scruggs,et al.
Control of a Civil Structure Using an Electric Machine with Semiactive Capability
,
2003
.
[4]
Kyongsu Yi,et al.
Observer Design for Electronic Suspension Applications
,
1994
.
[5]
Jeffrey T. Scruggs,et al.
Structural control with regenerative force actuation networks
,
2005
.
[6]
Jeffrey T. Scruggs,et al.
Optimal Nonlocal and Asymmetric Structural Damping using Regenerative Force Actuation Networks
,
2006
.
[7]
D. L. Margolis,et al.
Regenerative Systems for Vibration Control
,
1997
.
[8]
P. Khargonekar,et al.
State-space solutions to standard H2 and H(infinity) control problems
,
1989
.
[9]
Kyongsu Yi,et al.
Observer Design for Semi-Active Suspension Control
,
1999
.
[10]
T. T. Soong,et al.
Active, Hybrid, and Semi-active Structural Control: A Design and Implementation Handbook
,
2005
.