Experiment and Application of Market-Based Control for Engineering Structures

Table 4

Maximum displacement response and reduction of typical nodes.

Nodes	Displacement (mm)			Reduction 𝛾𝑑 (%)
	𝑋	𝑌	𝑍	𝑋	𝑌	𝑍
1	2.16/1.88	1.53/1.28	5.50/3.72	12.9	15.9	32.3
9	2.14/1.86	1.41/1.19	5.94/4.15	12.9	15.8	30.1
25	2.01/1.77	1.22/1.04	7.68/5.91	12.1	15.2	23.1
27	2.03/1.86	1.45/1.19	5.67/4.42	8.8	18.3	22.1
52	2.98/2.36	2.26/1.84	4.26/3.67	20.9	18.5	13.9
85	4.39/3.74	4.95/3.71	7.59/7.11	14.8	25.1	6.4
127	6.61/6.07	6.36/5.96	10.3/9.53	8.2	6.4	7.7