To　evaluate　the　seismic　behavior　of　semi-assembled　shear　wall　with　single　row　of　steel　bars　and　the　application　effect　of　recycled　concrete　in　the　precast　shear　walls,　four　I-shaped　semi-assembled　concrete　shear　wall　specimens　with　single　row　of　steel　bars　were　designed.　This　type　of　specimen　consisted　of　an　upper　precast　concrete　shear　wall　with　reserved　holes　at　the　bottom,　a　foundation　beam　with　single　row　of　button-head　steel　bars,　slurry　layer　between　the　precast　shear　wall　and　the　foundation　beam,　and　cast-in-place　concealed　columns　between　longitudinal　and　transversal　walls.　Button-head　steel　bars　extending　from　the　surface　of　the　foundation　beam　were　anchored　in　the　reserved　holes　of　the　precast　shear　wall,　with　high　strength　grouting　material　filling　the　holes.　Specimens　were　tested　under　cyclic　reversed　loading　and　different　axial　compression.　Failure　character,　bearing　capacity,　stiffness,　energy　dissipation　were　compared,　and　the　results　show　that:　under　the　horizontal　load,　horizontal　crack　and　a　small　slip　appear　in　the　joint　connection　between　the　precast　shear　wall　and　the　foundation　beam,　X-shaped　cracks　distribute　in　the　precast　wall;　with　the　increase　of　axial　compression　ratio,　the　bearing　capacity　of　specimens　is　improved,　but　the　ductility　is　reduced;　the　failure　mode　and　mechanical　properties　of　recycled　concrete　specimens　are　similar　to　those　of　normal　concrete　specimens;　the　semi-assembled　shear　wall　structure　with　single　row　of　steel　bars　has　the　advantages　of　simple　structure,　convenient　construction　and　good　seismic　performance,　and　it　can　be　used　in　low-rise　and　multistory　residential　structures.　©　2017,　Editorial　Board　of　Journal　of　Harbin　Institute　of　Technology.　All　right　reserved.