This　study　proposed　an　innovative　partially　precast　steel　reinforced　concrete　(PPSRC)　beam-column　connection　and　experimentally　investigated　its　seismic　performance.　Four　full-scale　specimens　were　designed　and　tested　under　cyclic　loads.　Test　parameters　are　axial　compression　ratio,　concrete　type　(ordinary　concrete　or　steel-fiber　reinforced　concrete),　and　connection　type　(monolithically　cast　or　precast).　Test　results　were　discussed　and　evaluated,　including　failure　modes,　strength,　stiffness,　degradation,　energy　dissipation,　and　ductility.　The　results　showed　that　the　proposed　connection　effectively　shifted　the　plastic　hinge　location　away　from　the　joint　interface　by　longitudinal　bar　cut-offs.　This　type　of　connection　exhibited　higher　strength,　better　ductility,　and　greater　energy　dissipation　capacity　compared　with　the　moronically-cast　connection.　The　addition　of　steel　fibers　effec-tively　controlled　crack　propagation　and　enhanced　connection　performance,　while　increase　in　axial　load　increased　the　brittleness　of　the　joint.