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

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485<br />

where 8 t (i = 1 , 2 , . .. , n] denote the sliding margins. <strong>The</strong>se controllers will have the state move from an<br />

arbitrary initial state to the sliding mode and then move along the user-specified sliding mode to origin.<br />

And the control input at boundary layer is assumed as follows equation.<br />

u c - -Kx = -(A^ + & 2 jc 2 + .. . + k n x n ) (13)<br />

+,!-/; xinf a, -£,) £ f >o<br />

<strong>The</strong> boundary layer is a hypothetical band centred on the sliding mode cr = 0 , <strong>The</strong> width of the boundary layer,<br />

A represents the tolerance or allowable deviation from the ideal sliding motion due to parameter uncertainty and<br />

desturbances. <strong>The</strong> contol input where the boundary layer equivalence is considered can be reprezented by<br />

where (f> represents parameter uncertainty and other disturabances. w is the classical sliding mode given by<br />

disturbance-accommodating.<br />

In the above treatment, the semi-active force is supposed to be realized by variable dampers. Actually, the<br />

damping coefficients should be positive, and remain within a certain range for practical use. <strong>The</strong>refore, the<br />

damping coefficients of semi-active dampers are limited by the inequality. By supposing that the control force<br />

generated by the semi-active dampers under the above constraint is as close as possible to the control force of<br />

active control, the damping coefficient of semi-active damper is expressed as follows:<br />

C =<br />

NUMERICAL CALCULATION<br />

In order to investigate the feasibility and the effectiveness of the semi-active control using variable dampers<br />

which is designed by the method proposed in this study, the numerical calculation was carried out.<br />

And the control characteristics of the proposed semi-active base isolation control are examined in both time<br />

and frequency domains. Since the semi-active control is essentially nonlinear, the vibration transmissibilityunder<br />

semi-active control is obtained as a ratio in frequency range of the spectral densities of input and output. And a<br />

white noise is used as an input.<br />

For the semi-active contol based upon the disturbance accommodating sliding mode using the bilinear optimal<br />

switching hyperplane, an observer used VSS observer was, since the measured physical values are sup-

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