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Earthquake Engineering Research - HKU Libraries - The University ...

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483<br />

li£l = 2<br />

W(s) r+-2O<br />

(2)<br />

In this case, the state equation of the disturbance is written by<br />

(3)<br />

where<br />

o i o<br />

o o i<br />

0 -co. 1 -If<br />

> A* =<br />

(4)<br />

Utilizing Eqs.( 1) and (3), we have the following augmented state equation<br />

B = #, (5)<br />

Switching Hyperplane Designed by Disturbance-Accommodating Bilinear Control<br />

In this chapter, by appling the bilinear optimal control theory to the agumented system, we derive the<br />

switching hyperplane. Generally, such semi-active control as parameter control is classified into a bilinear<br />

system which belongs to non-linear systems. It is considered that that design restriction in semi-active damper<br />

is a damping power rather than a damping coefficient. From this viewpoint, the maximum damping power of<br />

damper design is the designed parameter. In this study, term of the damping power is introduced to the<br />

criterion function.<br />

We consider the following control strategy to minimize the criterion<br />

+« T (0^TW^(0^(0«(0]*'<br />

(6)<br />

where Q and R are weighting functions. And the optimal control input U Q which satisfies the following equation<br />

is synthesized<br />

J r (w°) = minJ r (n) (7)<br />

<strong>The</strong>n the dynamic programming method is applied to obtain the optimal control input u°. This problem is

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