Based　on　the　ideas　of　damage　control　and　slip　based　energy　dissipation,　two　types　of　earthquake-resilient　prefabricated　cross　joints　were　proposed　in　this　paper.Low　frequency　cyclic　loading　tests　and　fatigue　tests　of　three　specimens　and　one　repaired　specimen　were　carried　out　to　investigate　the　influence　of　the　forms　of　web　connector　on　the　hysteretic　behavior　of　these　joints.　Through　this　series　of　tests,　several　seismic　behavior　indicators　such　as　the　hysteresis　curve,　stiffness　degradation　curve　and　strain　distribution　on　main　components　were　obtained.　The　test　results　show　that　the　proposed　two　types　of　prefabricated　cross　joints　have　excellent　bearing　capacity,　energy　dissipation　capacity,　ductility　and　plastic　rotation　capacity.　The　scheme　of　replacing　the　energy-consuming　components　such　as　the　flange　cover　plates　is　applicable,　since　the　energy　dissipation　capacity　of　the　joints　before　and　after　the　repair　is　stable,　which　can　be　used　as　a　displacement-related　damper.　The　forms　of　the　web　connectors　have　little　influence　on　the　bearing　capacity　and　initial　stiffness　of　the　joint,　but　have　a　great　influence　on　the　joint　rotation　capacity　and　the　stress　of　main　beams.　©　2020,　Editorial　Office　of　Journal　of　Building　Structures.　All　right　reserved.