A　new　precast　self-centering　concrete　wall　structure　is　presented,　namely　a　set　of　slip-friction　energy　dissipating　devices　is　installed　at　the　wall　toe.　The　opening　and　closing　of　the　walls＇　corner　joints　under　earthquakes　drives　slip-friction　connectors　to　provide　frictional　energy　dissipation　capacities.　In　this　paper,　the　influences　of　four　parameters　including　bolt＇s　slot　length　(SL),　friction　force,　connection　plate　thickness　and　initial　prestress　force　(f(p0))　of　PT　tendons　on　the　seismic　performance　of　the　new　precast　self-centering　concrete　wall　are　systematically　investigated.　The　results　show　that:　1)　The　bolt＇s　SL　has　no　effect　on　the　initial　stiffness　and　critical　load　of　the　wall,　but　the　ultimate　lateral-load　capacity　continues　to　decrease　with　the　increase　of　SL.　2)　The　larger　the　friction　force　of　the　connectors,　the　worse　the　self-centering　capacity,　but　the　better　the　energy　dissipation　capacity　of　the　specimen.　3)　The　connection　plate　thickness　t　has　little　effect　on　the　self-centering　capacity　and　energy　dissipation　capacity　of　wall.　However,　the　wall＇s　ultimate　lateral-load　capacity　increases　continuously　with　the　increase　of　the　plate　thickness.　4)　With　the　increase　of　f(p0),　the　self-centering　capacity　of　specimen　is　significantly　improved,　but　the　energy　dissipation　capacity　is　reduced.　It　is　necessary　to　reasonably　control　the　initial　prestress　level　of　the　PTs　during　design,　which　is　very　important　to　obtain　the　balance　between　the　self-centering　capacity　and　the　energy　dissipation　capacity　of　the　wall　for　the　best　behavior.