Research Article
Proposed Configurations for the Use of Smart Dampers with Bracings in Tall Buildings
Table 1
Modal drifts normalized to be 1 m at the top of the building.
| | Floors | Height (m) | -direction | -direction | | (m) | (m) | (m) | (m) | (m) | (m) |
| | Base-0 | 19.100 | 48.446 | 48.459 | 0.013 | 28.147 | 28.150 | 0.003 | | 0–6 | 32.800 | 55.626 | 55.691 | 0.065 | 39.212 | 39.219 | 0.007 | | 6–11 | 20.500 | 49.449 | 49.527 | 0.078 | 29.808 | 29.816 | 0.008 | | 11–16 | 20.500 | 49.449 | 49.537 | 0.088 | 29.808 | 29.816 | 0.008 | | 16–21 | 20.500 | 49.449 | 49.537 | 0.088 | 29.808 | 29.816 | 0.008 | | 21–26 | 20.500 | 49.449 | 49.522 | 0.073 | 29.808 | 29.816 | 0.008 | | 26–31 | 20.500 | 49.449 | 49.525 | 0.076 | 29.808 | 29.816 | 0.008 | | 31–36 | 20.500 | 49.449 | 49.531 | 0.082 | 29.808 | 29.817 | 0.009 | | 36–41 | 20.500 | 49.449 | 49.526 | 0.077 | 29.808 | 29.816 | 0.008 | | 41–46 | 20.500 | 49.449 | 49.514 | 0.065 | 29.808 | 29.814 | 0.006 | | 46–50 | 24.300 | 51.285 | 51.336 | 0.051 | 32.763 | 32.768 | 0.005 |
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