Advances in Civil Engineering / 2020 / Article / Tab 4

Research Article

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 direction10°15°20°25°30°35°40°45°

−2.09−1.46−1.581.163.644.624.634.464.013.54
−0.57−0.100.700.041.061.652.102.653.113.54

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