Application of Fuzzy Control with Market-Based Control Strategy to Structures

Table 5

Peak response and control effect of the structure.

Earthquakes	Floor	Interstory displacement			Inter-story acceleration
		Peak (cm)		Reduction ratio (%)	Peak (m/s^2)		Reduction ratio (%)
		FREE	FLM		FREE	FLM
1	1	2.71	2.02	25.37	2.28	1.71	24.90
	5	1.10	0.86	22.03	3.58	2.66	25.46
	10	0.21	0.14	33.00	4.06	3.14	22.62
2	1	2.11	1.58	24.79	2.83	1.98	30.08
	5	0.94	0.82	12.82	2.90	2.06	29.01
	10	0.22	0.17	22.45	4.28	3.66	14.47
3	1	3.29	2.19	33.12	3.21	1.59	50.42
	5	1.47	1.03	29.64	3.83	2.33	39.10
	10	0.30	0.23	24.52	5.82	4.56	21.74