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

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415<br />

Wind Velocity (t J<br />

Relative Displacement (tj<br />

Relative Velocity (t n)<br />

Wind Velocity (t n_,)<br />

Relative Displacement^)<br />

Relative Velocity (t n.,)<br />

When applying this system to the structural<br />

control, it is assumed that the external force,<br />

the velocity and displacement are measured<br />

and normalized by 5% of each maximum<br />

value.<br />

Fig. 1 Learning Process of Recurrent Neural Network<br />

Err<br />

6QOE-02<br />

500E-02<br />

4DOE-02<br />

First, 1,000 times learning is executed by<br />

using 100 wind velocity data obtained at<br />

every 0.05 second as the input data. <strong>The</strong><br />

degree of sigmoid function, learning<br />

coefficient, and the node number of<br />

intermediate layer are supposed to be 1.0,<br />

0.01, and 10, respectively. Fig. 2 shows the<br />

convergence process of the square error in<br />

learning.<br />

300E-02<br />

200E-02<br />

1OQE-02<br />

ODOE+00<br />

Fig.2<br />

200 400 600<br />

800 1000<br />

TineStep(005sec)<br />

Convergence Process of Square Error<br />

<strong>The</strong> calculated displacement and velocity are presented in Fig. 3 and Fig. 4, and the maximum velocity<br />

and displacement are presented in TABLE 1 and the average velocity and displacement are presented<br />

in TABLE 2. In Fig. 3 and Fig. 4, the dotted line shows the displacement or velocity without control,<br />

and the solid line shows the results obtained by the structural control using the recurrent neural<br />

network.<br />

0.06<br />

0.04<br />

0.02<br />

0<br />

-002<br />

-0.04<br />

-0.06<br />

.<br />

^<br />

Jblg. 3 .Displacement alter Learning<br />

-.<br />

Fig.4 Velocity after Learning

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