Research Article
Dynamics and Control of High-Rise Buildings under Multidirectional Wind Loads
Table 3
Response of the top corner of the tower in the -direction for an incident angle of 0°.
| | Mode | RMS-disp. (m) | Max-disp. (m) | RMS-accel. (m/s2) | Max-accel. (m/s2) |
| | 1 | 0.000 (−100%) | 0.001 (−99.8%) | 0.000 (100%) | 0.001 (−99.9%) | | 1 : 2 | 0.129 (−4.4%) | 0.587 (−2.8%) | 0.199 (−17.1%) | 0.855 (−11.8%) | | 1 : 3 | 0.136 (0.7%) | 0.613 (1.5%) | 0.238 (−0.8%) | 0.980 (1.1%) | | 1 : 4 | 0.136 (0.7%) | 0.613 (1.5%) | 0.238 (−0.8%) | 0.980 (1.1%) | | 1 : 5 | 0.135 (0%) | 0.606 (0.3%) | 0.239 (−0.4%) | 0.966 (−0.3%) | | 1 : 6 | 0.135 (0%) | 0.604 (0%) | 0.240 (0%) | 0.969 (0%) |
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