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

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237<br />

PPF controller. <strong>The</strong> second mode energy experienced a small increase rather than a decrease. This is<br />

mainly due to the switching nature of the SMC.<br />

In the controller law, the parameter p is set to be a constant of 1. <strong>The</strong> maximum control voltage is<br />

assumed to be 100V. <strong>The</strong> phase plane plot of the closed-loop system is shown in Figure 9 and the<br />

corresponding control voltage is shown in Figure 10. It can be clearly seen from the phase plane plot that<br />

the system trajectory converges to the equilibrium point. <strong>The</strong> control objective is achieved.<br />

with control<br />

with control<br />

without control<br />

time(s)<br />

Fig. 7 Sliding mode control response<br />

10 20 30 40<br />

Frequency (Hz)<br />

Fig. 8 PSD plot of uncontrolled and SMC<br />

controlled model building for 5-15 sec<br />

"5<br />

o<br />

Phase plane plot<br />

Control voltage<br />

Displacement(V)<br />

Fig 9 Phase plane plot of the SMC<br />

time(s)<br />

Fig 10 Control voltage<br />

4. CONCLUSION<br />

<strong>The</strong> paper experimentally demonstrated the vibration suppression of a 3-floor model building using the<br />

positive position feedback (PPF), strain rate feedback (SKF), and sliding mode control (SMC). Since the<br />

same computerized excitation was used all the tests, the energy level drop in the power spectrum density<br />

plots as compared with uncontrolled case is used as one index to examine the effectiveness of the control<br />

method. <strong>The</strong> first mode is the dominant mode and is the main concern for vibradon control. Increased<br />

vibration damping is observed in all control designs. A maximum increase in damping ratio of 540% was<br />

obtained and energy level drop of 51dB was achieved in the case of PPF control. <strong>The</strong> PPF control was the

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