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- Title
Sub-optimal control of structures.
- Authors
Guo-Ping Cai; Feng Sun
- Abstract
It is well known that the classical optimal control method requires all the state variables of the controlled system to be measurable and available for control feedback. However, for a high-order or complex system some state variables are possibly unmeasurable in practice. In addition, the control cost will be higher if more sensors are used, because it is expensive to install sensors. On the other hand, when using the optimal control method with full-state feedback, some state variables in control feedback have only a small effect on control performance. Neglecting these state variables does not affect the control performance greatly. Good control effectiveness can be obtained by using only the state variables that have a big effect on the control performance. So the questions become how to determine those state variables which have a big effect on the control performance? and how to design the optimal controller using only the determined state variables? The discrete sub-optimal control method with partial-state feedback is investigated in this paper. Firstly, the continuous control system and performance index are both transformed into discrete forms. Then the state variables, which have a big effect on the control performance, are determined using the second-order sensitivity which is the second-order derivative of the performance index with respect to control gain. The sub-optimal controller is finally designed using only the determined state variables. Numerical examples are worked out to demonstrate the application of the proposed control algorithm. It is shown that the relative importance of each state variable can be indicated clearly by the second-order sensitivity. The sub-optimal control method presented is effective in reducing maximum responses of the structure. Copyright © 2003 John Wiley & Sons, Ltd.
- Subjects
DETECTORS; BUILDINGS; COST; PERFORMANCE; NUMERICAL analysis
- Publication
Earthquake Engineering & Structural Dynamics, 2003, Vol 32, Issue 14, p2127
- ISSN
0098-8847
- Publication type
Article
- DOI
10.1002/eqe.317