This study analytically reviewed the dissipated energy and ductility of Steel Plate Concrete (SC) walls subjected to cyclic shear forces to investigate the effects of shape and arrangement spacing of studs on the design of SC walls. As the decrease of stud spacings, the cumulative dissipate energy was increased and the seismic performance was improved. Under the same cumulative dissipate energy, the ductility was increased as the increase of stud spacings and the influences with stud type was insignificant.