To　improve　the　construction　efficiency　of　precast　structures,　reinforced　concrete　corbels　acted　as　support　members　are　the　most　common　connection　method.　This　work　presents　the　performance　of　a　specific　beam-to-column　connection　using　corbels　with　different　anchorage　arrangements　in　precast　beam-slab-column　interior　joint　taken　out　from　precast　underground　subway　station.　This　paper　investigates　the　performance　of　a　specific　full-scale　precast　concrete　beam-slab-column　interior　joint　with　corbels　and　various　connected　methods　subjected　to　low-cycle　repeated　loading.　Meanwhile,　the　influences　of　concrete　corbels　(including　column-　and　beam-end　corbels)　on　the　shear　strength　and　deformation　are　investigated.　The　analyses　results　indicated　that　(1)　corbels　of　the　laminated　beam　(composite　beam)　can　obviously　improve　the　shear　stress　of　the　core　region,　which　was　beneficial　for　specimen　design　followed　the　strong-joint-weak-member　concept;　(2)　a　simplified　approach　to　deal　with　the　uneven　thickness　of　corbels　in　the　core　region　was　proposed,　which　was　utilized　to　study　the　effect　of　thickness　on　the　shear　performance　of　the　core　region;　(3)　the　shear　stress　increased　with　respect　to　the　compression　stress,　and　the　shear　strain　had　a　trend　of　decreasing　according　to　calculating　results　using　modified　compression　field　theory;　and　(4)　the　deterministic　expressions　were　proposed　to　predict　the　designed　load　of　column　corbels　based　on　three　different　connection　methods　between　laminated　beams　and　core　region　of　joint.