Advances in Civil Engineering / 2020 / Article / Tab 3

Research Article

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

Table 3

Variation of wind speed of monitoring point b1 on the L-3 model with wind direction (m/s).

Wind direction10°15°20°25°30°35°40°45°

−2.09−1.96−1.49−0.63−0.400.000.280.761.262.05
0.620.08−0.22−0.15−0.070.470.640.961.352.05

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