In　order　to　study　on　the　seismic　performance　of　joint　of　coupling　wall-column　and　coupling　wall-beam　in　the　RC　shear　wall　with　bi-directional　single　row　of　steel　bars,　a　low-frequency　quasi-static　cyclic　loading　test　of　four　joint　models　with　different　details　of　seismic　design　is　carried　out.　The　load-carrying　capacity,　ductility,　stiffness,　energy　dissipation　and　failure　phenomena　of　each　specimen　are　analyzed　and　calculative　formulas　of　the　load-carrying　capacity　is　established,　and　the　calculating　results　agree　well　with　the　experimental　results.　Experiments　indicate　that　the　joint　with　reasonal　detailing　reinforcement　is　able　to　satisfy　the　requirements　of　seismic　design　for　multistory　residence　building.