Semi-active systems provide an attractive solution for the structural vibration problem. A useful approach, aimed to simplify the control design, is to divide the control system into two parts: an actuator and a controller. The actuator generates a force that tracks a command which is generated by the controller. Such approach reduces the complexity of the control law design as it allows for complex properties of the actuator to be considered separately. In this study, the semi-active control design problem is treated in the framework of optimal control theory by using bilinear representation, a quadratic performance index, and a constraint on the sign of the control signal. The optimal control signal is derived in a feedback form by using Krotov's method. To this end, a novel sequence of Krotov functions which suits the multi-input constrained bilinear-quadratic regulator problem is formulated by means of quadratic form and differential Lyapunov equations. An algorithm is proposed for the optimal control computation. A proof outline for the algorithm convergence is provided. The effectiveness of the suggested method is demonstrated by numerical example. The proposed method is recommended for optimal semi-active feedback design of vibrating plants with multiple semi-active actuators.

References

1.
Morales-Beltran
,
M.
, and
Paul
,
J.
,
2015
, “
Technical Note: Active and Semi-Active Strategies to Control Building Structures Under Large Earthquake Motion
,”
J. Earthquake Eng.
,
19
(
7
), pp.
1086
1111
.
2.
Scruggs
,
J. T.
,
2004
, “
Structural Control Using Regenerative Force Actuation Networks
,”
Ph.D. thesis
, California Institute of Technology, Pasadena, CA.http://thesis.library.caltech.edu/2347/
3.
Karnopp
,
D.
,
1990
, “
Design Principles for Vibration Control Systems Using Semi-Active Dampers
,”
ASME J. Dyn. Syst. Meas. Control
,
112
(
3
), pp.
448
455
.
4.
Patten
,
W. N.
,
Kuo
,
C. C.
,
He
,
Q.
,
Liu
,
L.
, and
Sack
,
R. L.
,
1994
, “
Seismic Structural Control Via Hydraulic Semi-Active Vibration Dampers (SAVD)
,”
First World Conference on Structural Control
, Los Angeles, CA, Aug. 3–5, Vol. FA2, pp. 83–89.
5.
Sadek
,
F.
, and
Mohraz
,
B.
,
1998
, “
Semiactive Control Algorithms for Structures With Variable Dampers
,”
J. Eng. Mech.
,
124
(
9
), pp.
981
990
.
6.
Yuen
,
K. V.
,
Shi
,
Y.
,
Beck
,
J. L.
, and
Lam
,
H. F.
,
2007
, “
Structural Protection Using MR Dampers With Clipped Robust Reliability-Based Control
,”
Struct. Multidiscip. Optim.
,
34
(
5
), pp.
431
443
.
7.
Robinson
,
W. D.
,
2012
, “
A Pneumatic Semi-Active Control Methodology for Vibration Control of Air Spring Based Suspension Systems
,”
Ph.D. thesis
, Iowa State University, Ames, IA.https://pdfs.semanticscholar.org/87a8/670b0a7308fdeb56d9283c710f20eece7cb3.pdf
8.
Dyke
,
S. J.
,
Spencer
,
B. F.
, Jr.
,
Sain
,
M. K.
, and
Carlson
,
J. D.
,
1996
, “
Modeling and Control of Magnetorheological Dampers for Seismic Response Reduction
,”
Smart Mater. Struct.
,
5
(
5
), pp.
565
575
.
9.
Aguirre
,
N.
,
Ikhouane
,
F.
, and
Rodellar
,
J.
,
2011
, “
Proportional-Plus-Integral Semiactive Control Using Magnetorheological Dampers
,”
J. Sound Vib.
,
330
(
10
), pp.
2185
2200
.
10.
Krotov
,
V. F.
,
Bulatov
,
A. V.
, and
Baturina
,
O. V.
,
2011
, “
Optimization of Linear Systems With Controllable Coefficients
,”
Autom. Remote Control
,
72
(
6
), pp.
1199
1212
.
11.
Bruni
,
C.
,
DiPillo
,
G.
, and
Koch
,
G.
,
1974
, “
Bilinear Systems: An Appealing Class of ‘Nearly Linear’ Systems in Theory and Applications
,”
IEEE Trans. Autom. Control
,
19
(
4
), pp.
334
348
.
12.
Aganovic
,
Z.
, and
Gajic
,
Z.
,
1994
, “
The Successive Approximation Procedure for Finite-Time Optimal Control of Bilinear Systems
,”
IEEE Trans. Autom. Control
,
39
(
9
), pp.
1932
1935
.
13.
Lee
,
S. H.
, and
Lee
,
K.
,
2005
, “
Bilinear Systems Controller Design With Approximation Techniques
,”
J. Chungcheong Math. Soc.
,
18
(
1
), pp.
101
116
.http://www.mathnet.or.kr/mathnet/kms_tex/982630.pdf
14.
Halperin
,
I.
,
Agranovich
,
G.
, and
Ribakov
,
Y.
,
2016
, “
A Method for Computation of Realizable Optimal Feedback for Semi-Active Controlled Structures
,”
Sixth European Conference on Structural Control
(
EACS
), Sheffield, England, July 11–13, pp.
1
11
.https://figshare.com/articles/EACS_2016_paper_-_A_METHOD_FOR_COMPUTATION_OF_REALIZABLE_OPTIMAL_FEEDBACK_FOR_SEMI-ACTIVE_CONTROLLED_STRUCTURES/4206111/1
15.
Ribakov
,
Y.
,
Gluck
,
J.
, and
Reinhorn
,
A. M.
,
2001
, “
Active Viscous Damping System for Control of MDOF Structures
,”
Earthquake Eng. Struct. Dyn.
,
30
(
2
), pp.
195
212
.
16.
Ribakov
,
Y.
,
2009
, “
Semi-Active Pneumatic Devices for Control of MDOF Structures
,”
Open Constr. Build. Technol. J.
,
3
(
1
), pp.
141
145
.
17.
Agrawal
,
A.
, and
Yang
,
J.
,
2000
, “
A Semi-Active Electromagnetic Friction Damper for Response Control of Structures
,”
Structures Congress
, Philadelphia, PA, May 8–10, pp.
1
8
.
18.
Halperin
,
I.
, and
Agranovich
,
G.
,
2014
, “
Optimal Control With Bilinear Inequality Constraints
,”
Funct. Differ. Equations
,
21
(
3–4
), pp.
119
136
.http://functionaldifferentialequations.com/index.php/fde/article/view/570
19.
Krotov
,
V. F.
,
1988
, “
A Technique of Global Bounds in Optimal Control Theory
,”
Control Cybern.
,
17
(
2–3
), pp.
115
144
.
20.
Khurshudyan
,
A. Z.
,
2015
, “
The Bubnov–Galerkin Method in Control Problems for Bilinear Systems
,”
Autom. Remote Control
,
76
(
8
), pp.
1361
1368
.
21.
Krotov
,
V. F.
,
1995
,
Global Methods in Optimal Control Theory
(Chapman & Hall/CRC Pure and Applied Mathematics),
Marcel Dekker
,
New York
.
22.
Spencer
,
B.
, Jr.
,
Christenson
,
R.
, and
Dyke
,
S.
,
1998
, “
Next Generation Benchmark Control Problems for Seismically Excited Buildings
,”
Second World Conference on Structural Control
, Kyoto, Japan, Vol.
2
, pp.
1335
1360
.
23.
Craig
,
R.
,
1981
,
Structural Dynamics: An Introduction to Computer Methods
,
Wiley
,
New York
.
24.
Leavitt
,
J.
,
Jabbari
,
F.
, and
Bobrow
,
J. E.
,
2007
, “
Optimal Performance of Variable Stiffness Devices for Structural Control
,”
ASME J. Dyn. Syst. Meas. Control
,
129
(
2
), pp.
171
177
.
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