Research Article
Structural Improvements for Tall Buildings under Wind Loads: Comparative Study
Table 3
Shear design value at the base of the building.
| Wind direction | [m/s] | Shear direction | , CNR (EC1) | , HFFB |
| 0°–180° | 34,4 | Along-wind | 12211 (10392) | 10816 | Across-wind | 10079 | 33863 | 90°–270° | 32,5 | Along-wind | 31881 (31000) | 33597 | Across-wind | 13322 | 15499 | 292.5° | 38 | | — | 27955 | | — | 46052 |
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