Structural Vibration Control for a Class of Connected Multistructure Mechanical Systems

Table 2

Percentages of reduction in maximum interbuilding approaches with respect to the uncontrolled response.

	Buildings 1-2			Buildings 2-3
	{𝑦𝑎}^11	{𝑦𝑎}^12	{𝑦𝑎}^13	{𝑦𝑎}^21	{𝑦𝑎}^22
(a) Active-passive	68.3	73.1	74.2	68.7	68.3
(b) Passive	55.4	57.8	58.6	63.8	63.7
(c) Uncoupled-active	43.3	48.6	48.5	45.5	49.9