Overlapping Decentralized Control Strategies of Building Structure Vibration Based on Fault-Tolerant Control under Seismic Excitation

Table 1

Maximum interstory displacement.

Stories	No control	Case1 (cm (%))	Case2 (cm (%))	Case3 (cm (%))
1	1.803	0.744 (58.74)	0.856 (52.50)	0.939 (47.92)
2	1.480	0.650 (56.08)	0.773 (47.77)	0.798 (46.10)
3	1.580	0.570 (63.92)	0.816 (48.35)	0.862 (45.47)
4	1.545	0.650 (57.93)	0.794 (48.61)	0.866 (43.95)