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Wind tunnel studies on a residential tall building and a numerical model to evaluate the façade design wind loads are presented. External and internal pressure measurements are carried out on a rigid model in a geometric scale factor equal to 1/100. The pressure inside the building is investigated in a top corner “room” as a significant test condition. The case with a single dominant opening is studied as it is considered the worst configuration. Tests show that, according to previous studies on low-rise buildings, the internal pressure closely follows the external pressure at the opening. The experimental data obtained from the “typical room” are used to calibrate a numerical model adopted to calculate the net-pressure coefficients on the entire surface of the tower.

Internal pressure and façade loads on a residential tall building obtained from wind tunnel tests