Wind Excited Action around Tall Building Having Different Corner Configurations

Table 1

Comparison of average face pressure coefficient (C_p) on the rectangular tall building.

International code	Wind angle	Windward side	Sidewall	Leeward side
CFD results	0°; 90°	0.78; 0.70	−0.64; −0.61	−0.30; −0.45
IS 875 (part 3)	0°; 90°	0.7; 0.8	−0.7; −0.5	−0.4; −0.1
ASCE/SEI 7-16	0°; 90°	0.8; 0.8	−0.7; −0.7	−0.5; −0.5
AS/NZS 1170.2.2011	0°; 90°	0.8; 0.8	−0.65; −0.65	−0.5; −0.5
EN 1991-1-4	0°; 90°	0.8; 0.8	−0.5; −0.5	−0.7; −0.7
BS 6399-2	0°; 90°	0.8; 0.8	−0.5; −0.5	−0.7; −0.7
GB 50009-2001	0°; 90°	0.8; 0.8	−0.5; −0.5	−0.7; −0.7
NSCP 2015	0°; 90°	0.8; 0.8	−0.5; −0.5	−0.7; −0.7
ES/ISO 4354: 2012	0°; 90°	0.8; 0.8	−0.65; −0.65	−0.7; −0.7