New Active Control Method Based on Using Multiactuators and Sensors Considering Uncertainty of Parameters

Table 5

The maximum structural displacements for the harmonic load.

Control case	Maximum displacement (cm)
	Floor 1	Floor 2	Floor 3	Floor 4	Floor 5
Control off	1.215	2.288	3.368	3.939	3.912
A5-S4	0.414	0.769	1.139	1.301	1.305
A5,4-S4	0.388	0.666	0.983	1.161	1.125
A5,4,3-S4	0.44	0.846	1.137	1.314	1.373
A5,4,3-S4,3	0.284	0.522	0.776	0.96	1.335
A5,4,3-S4,3,5	0.217	0.417	0.553	0.756	0.983
A5,4,3-S4,3,5,2	0.173	0.322	0.498	0.719	0.989