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For the different column-to-ground semi-rigid connection coefficients of assembled rack, with common beam pallet rack as research object, the orthogonal experiment was designed, which is composed of 11 groups of connection schemes and 4 kinds of load conditions. In this work, finite element analysis software, based on SAP84, is used to calculate the maximum stress and displacement. The results are compared, and get some useful conclusions.

Analysis of the effects of column-to-ground semi-rigid connection on the mechanical properties of assembled rack