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