Advances in Civil Engineering / 2020 / Article / Tab 2

Research Article

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

Table 2

Wind speed ratios of a1–a11 monitoring points of the S-1 model under the wind direction of 0°.

Monitoring pointa1a2a3a4a5a6a7a8a9a10a11

Upper opening0.941.
Lower opening0.981.

The bold values represent the maximum wind speed ratios for upper opening and lower opening, respectively.

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