To　promote　the　seismic　resilience　of　structures,　minimizing　both　seismic　damage　and　repair　time　is　an　effective　way.　Toward　this　goal,　this　paper　proposes　a　novel　resilient　steel　frame　(RSF).　The　kernel　structural　components　are　the　self　-centering　(SC)　rocking　columns　and　the　replaceable　energy　-dissipating　(ED)　connections.　The　SC　rocking　columns　equipped　with　shape　memory　alloy　slip　friction　dampers　(SMASFDs)　reduce　residual　deformation　and　plastic　damage　of　column　bases,　whereas　the　ED　connections　using　shaped　fuse　steel　plates　mainly　dissipate　the　input　seismic　energy.　To　demonstrate　the　seismic　response　characteristics,　the　numerical　model　of　a　three-story　RSF　is　developed　in　OpenSees.　The　model　is　firstly　validated　by　experimental　results　and　then　its　seismic　performance　evaluations　are　carried　out　using　three　suites　of　earthquake　ground　motions　associated　with　three　seismic　hazard　levels.　An　equivalent　conventional　steel　frame　(CSF)　with　ED　connections　and　rigid　column　bases　is　introduced　as　the　counterpart.　Incremental　dynamic　analysis　(IDA)　is　conducted　to　obtain　samples　of　the　demand.　Based　on　the　IDA　data,　the　joint　fragility　curves　are　generated　using　the　joint　probability　density　functions,　taking　into　account　the　coupling　relationship　between　the　maximum　and　residual　drift.　The　analysis　results　show　that　the　RSF　exhibits　comparable　maximum　interstory　drift　and　lower　residual　interstory　drift,　compared　with　the　CSF.　The　introduction　of　the　SC　rocking　column　effectively　protects　the　column　from　yielding　and　mitigates　the　residual　deformation　of　the　replaceable　ED　connections,　therefore　improving　the　reparability　and　seismic　resilience　of　the　structural　system.