In　order　to　analyze　the　seismic　performance　of　RC　shear　wall　with　opening　and　single　row　of　steel　bars,　and　compare　the　failure　feature　of　different　construction　measures,　low-cyclic　reversed　loading　tests　on　seismic　performance　for　2　models　of　RC　shear　wall　with　opening　were　carried　out.　The　structure＇s　stiffness　and　its　deterioration　process　bearing　capacity,　ductility,　energy　dissipation　and　failure　feature　were　analyzed　systematically.　A　simplified　mechanical　model　was　established,　and　the　results　are　in　good　agreement　with　the　test　results.　Test　and　analysis　shows　that　the　RC　shear　wall　opening　and　single　row　of　steel　bars　meet　the　seismic　design　requirements.