In　order　to　realize　the　earthquake-resilience　of　column　foot　joint,　based　on　the　concept　of　plastic　damage　control,　a　new　type　of　prefabricated　cross　hinge　column　foot　joint　is　proposed　in　this　paper.　A　series　of　quasi-static　tests　were　carried　out　on　the　traditional　rigid　column　foot　joint,　the　new　cross　hinge　column　foot　joint　and　its　repaired　specimens.　The　seismic　performance,　earthquake-resilience　and　fatigue　performance　was　mainly　investigated,　and　the　various　seismic　indexes　such　as　hysteretic　curve,　skeleton　curve,　stress-strain　curve,　energy　dissipation　capacity　and　slip　capacity　were　obtained.　The　results　show　that　new　type　of　prefabricated　cross　hinge　column　foot　joint　has　good　bearing　capacity　and　lateral　stiffness;　the　joint　has　good　energy　dissipation　capacity　through　the　of　friction　slip　of　connecting　plate　and　plastic　deformation　of　lateral　resistance　energy-consuming　device　(LRECD);　reasonable　design　of　joint　structure　concentrates　all　the　damage　on　the　LRECD　and　cross　hinge,　which　effectively　avoids　the　plastic　damage　of　structural　column.　After　the　earthquake,　the　normal　use　function　can　be　restored　only　by　replacing　the　lateral　energy　dissipation　device,　and　the　repaired　column　foot　joints　still　have　good　seismic　performance.