Research Article
Dynamics and Control of High-Rise Buildings under Multidirectional Wind Loads
Table 4
Response of the top corner of the tower in the -direction for an incident angle of 90°.
| Mode | RMS-disp. (m) | Max-disp. (m) | RMS-accel. (m/s2) | Max-accel. (m/s2) |
| 1 | 0.188 (1.1%) | 0.646 (−0.5%) | 0.203 (−0.5%) | 0.654 (−3.5%) | 1 : 2 | 0.188 (1.1%) | 0.646 (−0.5%) | 0.203 (−0.5%) | 0.654 (−3.5%) | 1 : 3 | 0.187 (0.5%) | 0.648 (−0.2%) | 0.204 (0%) | 0.653 (−3.7%) | 1 : 4 | 0.186 (0%) | 0.649 (0%) | 0.204 (0%) | 0.676 (−0.3%) | 1 : 5 | 0.186 (0%) | 0.649 (0%) | 0.204 (0%) | 0.676 (−0.3%) | 1 : 6 | 0.186 (0%) | 0.649 (0%) | 0.204 (0%) | 0.678 (0%) |
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