Study of Wind Loads and Wind Speed Amplifications on High-Rise Building with Opening by Numerical Simulation and Wind Tunnel Test

Table 4

Variation of wind speed of monitoring point b₁₁ on the L-3 model with wind direction (m/s).

Wind direction	0°	5°	10°	15°	20°	25°	30°	35°	40°	45°
	−2.09	−1.46	−1.58	1.16	3.64	4.62	4.63	4.46	4.01	3.54
	−0.57	−0.10	0.70	0.04	1.06	1.65	2.10	2.65	3.11	3.54