Research Article
Wind Effects on Rectangular and Triaxial Symmetrical Tall Building Having Equal Area and Height
Table 2
Comparison of average face pressure coefficient (Cp) on the rectangular shape tall building.
| International code | Wind angle (°) | Windward side | Side wall | Leeward side |
| CFD results | 0 | 0.78 | −0.64 | −0.30 | 90 | 0.70 | −0.61 | −0.45 |
| IS 875 (part 3) | 0 | 0.7 | −0.7 | −0.4 | 90 | 0.8 | −0.5 | −0.1 |
| ASCE/SEI 7-16 | 0 | 0.8 | −0.7 | −0.5 | 90 | 0.8 | −0.7 | −0.5 |
| AS/NZS 1170.2.2011 | 0 | 0.8 | −0.65 | −0.5 | 90 | 0.8 | −0.65 | −0.5 |
| EN 1991-1-4 | 0 | 0.8 | −0.5 | −0.7 | 90 | 0.8 | −0.5 | −0.7 |
| BS 6399-2 | 0 | 0.8 | −0.5 | −0.7 | 90 | 0.8 | −0.5 | −0.7 |
| GB 50009-2001 | 0 | 0.8 | −0.5 | −0.7 | 90 | 0.8 | −0.5 | −0.7 |
| NSCP 2015 | 0 | 0.8 | −0.5 | −0.7 | 90 | 0.8 | −0.5 | −0.7 |
| ES/ISO 4354: 2012 | 0 | 0.8 | −0.65 | −0.7 | 90 | 0.8 | −0.65 | −0.7 |
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