With　the　need　for　well　precast　shear　walls　(PSWs),　ensuring　sufficient　connection　joints　between　precast　and　castin-place　components　has　become　challenging.　An　innovative　grouted　joint　with　button-head　bars　and　a　PSW　with　boundary　elements　using　this　joint,　called　a　precast　single-row　reinforced　concrete　wall,　were　proposed　in　this　study.　Quasi-static　cyclic　loading　tests　of　four　specimens,　including　three　PSWs　and　one　cast-in-place　shear　wall　(CSW),　were　carried　out,　which　emphasized　verifying　the　reliability　of　the　grouted　joint　and　PSWs　and　analyzing　the　effect　of　different　axial　compression　ratios　and　distributions　of　grouted　joints　on　the　seismic　performance　of　this　PSW.　The　bond　strength　between　the　button-head　bar　and　grouting　and　between　the　grouting　and　precast　components　was　tested.　Additionally,　mechanical　characteristics　in　terms　of　failure　characteristics,　hysteretic　properties,　stiffness　degradation,　energy　dissipation,　and　reinforcement　strain　were　investigated.　The　theoretical　predicted　bearing　capacity　of　the　PSW　containing　flexural　and　shear　capacities　and　the　shear　strength　of　the　connection　interface　using　different　codes　was　calculated.　The　results　show　that　the　grouted　joints　with　buttonhead　bars　in　this　paper　had　satisfactory　bond　strength　of　the　interface　between　different　materials　and　provided　adequate　strength　and　stiffness　for　PSW　to　prevent　connection　interface　failure　early.　The　PSW　had　approximately　the　same　hysteresis　behaviors　as　the　CSW.　The　reliable　connection　method　and　the　cast-in-place　concealed　column　effectively　limiting　the　horizontal　wall-foundation　slippage,　although　cracks　along　the　construction　joints　between　the　precast　members　occurred.　With　the　increase　in　the　axial　compression　ratio,　the　bearing　capacity　and　cumulative　energy　dissipation　of　PSW　are　improved　due　to　the　growth　of　the　area　of　the　concrete　compression　zone.　Reasonable　design　of　the　arrangement　of　the　grouted　joints　was　conducive　to　ductility　of　the　wall　and　force　distribution　over　the　cross-section.　The　current　codes　for　calculating　the　CSW　reliably　predicted　the　bearing　capacity　and　failure　mode　of　the　PSW.