Damage of the cladding structures usually occurs from the wind-sensitive part, which can cause the damaged conditions to\nobviously vary from different areas especially on a large roof surface. It is necessary to design optimization due to the difference of\nwind loads by defining more accurate wind pressure coefficient (WPC) zones according to the wind vulnerability analysis. The\nexisting wind pressure coefficient zoning methods (WPCZM) have successfully been used to characterize the simple roof shapes.\nBut the solutions for the complex and irregular roof shapes generally rely on the empirical judgment which is defective to the wind\nloading analysis............................
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