Research Article
Optimal Location of Multiple Tuned Mass Dampers in Regular and Irregular Tall Steel Buildings Plan
Table 10
Maximum base shear reduction percentage in the regular and irregular 10-story models.
| Base shear reduction % | 1-damper | 2-damper | 4-damper | Record | Near-field | Far-field | Near-field | Far-field | Near-field | Far-field |
| Regular 10-story | 40 | 36 | 46 | 42 | 46 | 44 | L-shaped 10-story | 44.8 | 38.52 | 51.52 | 36.54 | 51.52 | 49.28 | U-shaped 10-story | 41.6 | 32.04 | 40.94 | 43.68 | 47.84 | 45.76 |
|
|