A　novel　precast　replaceable　beam-to-column　joint　with　energy-dissipating　steel　hinges　was　proposed　for　the　connection　of　precast　structures　to　improve　the　seismic　performance　and　post-earthquake　resilience.　The　proposed　joint　was　installed　in　the　predetermined　plastic　hinge　region　at　beams　and　the　flange　segments　of　the　proposed　joint　were　weakened　to　achieve　damage　concentration.　Cyclic　loading　tests　were　conducted　on　the　proposed　joint　and　the　steel　sleeve　confined　concrete　joint　to　study　the　hysteretic　performance,　including　failure　mode,　load-displacement　curves,　ductility,　and　energy-dissipation　capacity.　Moreover,　the　hystertic　performance　of　the　damage-repaired　proposed　joint　was　investigated　to　verify　the　post-earthquake　resilience.　Results　demonstrated　that　the　proposed　joints　could　develop　favorable　failure　mode　with　the　necking　rupture　of　the　weakened　steel　plate　in　steel　hinge.　The　damage　of　the　proposed　joint　was　concentrated　in　the　energy-dissipating　hinges　while　no　serious　damage　was　observed　in　the　precast　framing　components,　achieving　the　objective　of　damage　concentration.　Compared　with　steel　sleeve　confined　concrete　joint,　the　hysteresis　curve　of　proposed　joint　was　more　plump　while　an　obvious　pinching　effect　was　observed　in　the　steel-confined　concrete　joint.　The　bearing　capacity　and　energy-dissipation　capacity　of　the　proposed　joint　were　about　1.25　times　and　1.55　times　of　that　for　the　steel　sleeve　confined　concrete　joint,　respectively.　In　addition,　the　hysteretic　performance　of　the　repaired　specimen　was　identical　to　the　original　one,　with　the　desired　failure　mode　caused　by　the　fracture　of　the　steel　hinge.　It　was　noted　that　the　hysteretic　performance　of　the　repaired　joint　was　better　than　the　steel　sleeve　confined　concrete　joint.　The　bearing　capacity　was　recovered　at　up　to　96.6%　of　the　original　joint　while　the　energy-dissipation　capacity　was　recovered　at　96.1%,　indicating　that　the　proposed　joint　achieved　the　post-earthquake　resilience　to　a　great　extent.