With　the　aim　of　damage　control,　a　new　earthquake-resilient　prefabricated　column-flange　beam-column　joint　(PCFBCJ)　had　been　presented　for　the　connection　between　column-flange　and　beam-column.　On　this　basis,　the　low　cycle　reciprocating　test　and　finite　element　(FE)　numerical　validation　were　carried　on　the　four　specimens　of　PCFBCJ　and　one　repaired　specimen　in　this　paper,　and　the　hysteretic　curves,　skeleton　curves,　strain　curves　of　these　specimens　were　obtained.　The　seismic　performance　and　earthquake　resilience　of　the　joints　were　studied　by　changing　the　connection　form　and　the　other　design　parameters　such　as　the　flange　cover　thickness,　middle　bolts　interval,　bolt　number　and　shape　of　bolt　holes.　The　results　showed　that,　under　the　condition　of　reasonable　design　parameters,　the　joints　had　good　load　bearing　and　seismic　performance　whether　the　connection　form　was　single　or　double　flange　cover　plates　(FCPs).　The　joints　can　be　repidly　repaired　after　earthquake　by　replacing　the　key　energy　dissipation　components.　The　repaired　joints　still　have　good　seismic　performance　and　energy　dissipation　capacity.　The　middle　bolts　interval　has　a　significant　effect　on　the　yield　load　and　ultimate　load　of　the　joints,　especially　on　the　ultimate　load　of　the　joint.　When　the　FCP　does　not　slide,　the　shape　of　the　holes　had　little　influence　on　the　energy　dissipation　capacity　and　bearing　capacity　of　the　joints.　(C)　2019　Elsevier　Ltd.　All　rights　reserved.