Experiment and Application of Market-Based Control for Engineering Structures

Table 5

Maximum acceleration response and reduction of typical nodes.

Nodes	Displacement (ms^−2)			Reduction 𝛾𝑎 (%)
	𝑋	𝑌	𝑍	𝑋	𝑌	𝑍
1	4.95/4.90	5.19/5.21	4.56/4.38	0.9	−0.3	3.9
9	4.99/4.30	5.23/5.26	5.09/4.89	1.1	−0.4	3.8
25	5.11/5.06	5.17/5.18	5.95/5.71	1.1	−0.3	4.0
27	5.29/5.23	5.09/5.11	5.03/4.84	1.0	−0.2	3.6
52	5.46/5.46	4.95/4.90	5.65/5.56	0.0	0.9	1.5
85	5.26/5.20	4.92/4.97	9.42/6.97	1.2	−1.1	4.8
127	6.31/5.86	7.08/6.61	10.2/9.32	7.1	6.6	8.3