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译文:“Taking two types of steel frame as the research objects,which are the all-welded rigidly jointing one,and the splicing one with cantilever beam section,respectively,and both of them are single-span steel frames having a middle layer with upper and lower each half height of the floor.Through ANSYS numerial simulation this paper compares and analyzes the bearing capability,deformation characteristics,stiffness degradation,and energy dissipation and anti-seismic of two types of steel frame under horizontal,vertical,and combined actions caused by earthquake;