Research Article
Discrete-Time Multioverlapping Controller Design for Structural Vibration Control of Tall Buildings under Seismic Excitation
Table 1
Particular parameter values for the 20-story building.
| | Story | | 1–5 | 6–11 | 12–14 | 15–17 | 18-19 | 20 |
| Mass (×106 Kg) | 1.10 | 1.10 | 1.10 | 1.10 | 1.10 | 1.10 | Stiffness (×106 N/m) | 8.62 | 5.54 | 4.54 | 2.91 | 2.56 | 1.72 | Number of actuation devices | 4 | 2 | 2 | 1 | 1 | 1 | Max. actuation force (×106 N) | 4.8 | 2.4 | 2.4 | 1.2 | 1.2 | 1.2 | Natural damping | 5% | | | | | |
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