Experimental　studies　on　four　shear　wall　specimens　under　low-cyclic　reversed　loading　were　carried　out,　in　which　high-strength　rebar　with　the　yield　strength　of　1000MPa　were　used　in　longitudinal　and　transverse　reinforcement　in　boundary　embedded　columns　of　reinforced　concrete　shear　walls,　and　tested　variables　involved　yield　strength　of　longitudinal　rebar,　yield　strength　of　hoops　and　volumetric　ratio　of　hoops　in　embedded　columns.　The　behavior　mechanism　of　high-strength　rebar　in　boundary　embedded　column　of　shear　wall　is　studied,　also　the　bending　bearing　capacity,　ductility,　energy　dissipation　capacity　and　the　failure　characteristics　of　highrise　shear　wall　with　high-strength　rebar　were　researched.　The　experimental　results　showed　that,　compared　to　RC　shear　wall　with　normal-strength　steel,　the　strength　of　specimens　with　high-strength　steel　used　as　longitudinal　reinforcement　in　boundary　concealed　columns　was　increased,　and　the　yield　and　ultimate　displacement　were　improved　greatly.