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The present paper investigates the collapse process of a pipe-framed greenhouse under static wind loading based on a non-linear finite element analysis. The purpose is to establish a more reasonable wind resistant design method for such structures. The structures are so flexible that the fluid-structure interaction (FSI) is considered in the analysis. In practice, iterative analyses of the structure's response and the wind pressure distribution on the deformed structure are made. The winddoi:10.17265/1934-7359/2020.11.001 fatcat:zk7ebiq6ivffph7dk5to26z5zy