Neural Terminal Sliding-Mode Control for Uncertain Systems with Building Structure Vibration

Table 1

Maximum displacement, velocity, and acceleration of in Example 1.

Control Strategy; Parameter		Proposed Control	LQR; Control	No; Control
Displacement; (mm)	First floor	2	27.7	69.2
	Second floor	2	41.1	127
	Third floor	2	44.6	159
Velocity; (m/s)	First floor	0.023	0.206	0.314
	Second floor	0.023	0.239	0.443
	Third floor	0.023	0.231	0.431
Acceleration; (m/s^2)	First floor	1.7019	4.92	4.82
	Second floor	1.7019	4.00	3.91
	Third floor	1.7019	3.71	3.74