Research Article
Structural Vibration Control for a Class of Connected Multistructure Mechanical Systems
Table 1
Percentages of reduction in maximum absolute interstory drifts with respect to the uncontrolled response.
| ā | Building 1 | Building 2 | Building 3 | ā | | | | | | | | | | |
| (a) Active-passive | 24.7 | 26.7 | 37.4 | 72.4 | 71.7 | 71.3 | 71.1 | 71.5 | 43.3 | 43.7 | (b) Passive | 17.3 | 19.3 | 27.9 | 40.1 | 45.5 | 45.8 | 47.3 | 43.2 | 46.4 | 44.0 | (c) Uncoupled-active | 0 | 0 | 0 | 70.1 | 70.3 | 71.0 | 70.3 | 69.9 | 0 | 0 |
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