Research Article
On the Design of High-Rise Buildings for Multihazard: Fundamental Differences between Wind and Earthquake Demand
Table 2
Displacement of the top corner of the building (for wind direction angle of 90°).
| Modes | RMS disp., m | Mean disp., m | Peak disp., m | | | | | | |
| 1 | 0.063 | 0.0024 | 0.009 | 0.000 | 0.246 | 0.009 | 1 : 2 | 0.063 | 0.074 | 0.003 | 0.157 | 0.242 | 0.409 | 1 : 3 | 0.063 | 0.074 | 0.003 | 0.157 | 0.243 | 0.409 | 1 : 4 | 0.063 | 0.074 | 0.003 | 0.155 | 0.243 | 0.405 | 1 : 5 | 0.063 | 0.074 | 0.003 | 0.155 | 0.243 | 0.405 | 1 : 6 | 0.063 | 0.074 | 0.003 | 0.155 | 0.243 | 0.405 |
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