Abstract
Cable net façades are sensitive to the fluctuating wind loads due to their high flexibility, light weight, and small damping. Since the cable net façade is a new kind of structure with obvious geometrically nonlinear behavior, there is no proper corresponding wind-resistant design method. In this paper, first, the nonlinear random vibration theory is used to determine the wind-induced nonlinear response formulation of the cable net façade. Then, a nonlinear wind-resistant design method for the cable net façade is developed based on the structural response. Finally, the accuracy of this wind-resistant method is verified, and the scope of the application is discussed.
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