The　low　cycle　reversed　loading　tests　on　reinforced　concrete　square　short　columns　with　different　loading　angles　of　0°,　22.5°,　45°　and　different　axial　compressive　ratios　of　0.2　and　0.6　were　conducted.　The　seismic　behaviors　about　failure　mode,　bearing　capacity,　ductility　and　energy　dissipation　capacity　were　analyzed　by　the　test　results.　It　turned　out　that　increasing　axial　compressive　ratio　will　enhance　the　bearing　capacity,　energy　dissipation　capacity,　slow　down　the　degradation　of　strength　in　later　stage,　but　accelerate　the　degradation　of　rigidity.　The　load　angle　do　not　change　the　bearing　capacity　and　the　degradation　of　rigidity,　but　the　ductility,　energy　dissipation　capacity　and　degradation　of　strength　will　increase　with　the　increasing　of　the　load　angle.　©,　2015,　Science　and　Technology　Periodical　Press.　All　right　reserved.