According to the pseudo static tests on two specimens of Transfer floor from inclined column to framed short-leg shear wall,which are subjected to the vertical loads and the horizontal cyclic loads,in this paper the stress distributions,final failure model of the specimens,paths of the load transfer and the mechanical behaviors of the transfer beam are studied in detail,the ductility and energy dissipation of the specimens are also specially studied.The results show that this kind of transfer structure can have good seismic behaviors.