In　this　study,　the　cyclic　behaviors　of　low　rise　concrete　shear　walls　using　recycled　coarse　or　fine　aggregates　were　investigated.　Eight　low　rise　Recycled　Aggregates　Concrete　(RAC)　shear　wall　specimens　were　designed　and　tested　under　a　cyclic　loading.　The　following　parameters　were　varied:　replacement　percentages　of　recycled　coarse　or　fine　aggregates,　reinforcement　ratio,　axial　force　ratio　and　X-shaped　rebars　brace.　The　failure　characteristics,　hysteretic　behavior,　strength　and　deformation　capacity,　strain　characteristics　and　stiffness　were　studied.　Test　results　showed　that　the　using　of　the　Recycled　Coarse　Aggregates　(RCA)　and　its　replacement　ratio　had　almost　no　influence　on　the　mechanical　behavior　of　the　shear　wall;　however,　the　using　of　Recycled　Fine　Aggregates　(RFA)　had　a　certain　influence　on　the　ductility　of　the　shear　wall.　When　the　reinforcement　ratio　increased,　the　strength　and　ductility　also　increased.　By　increasing　the　axial　force　ratio,　the　strength　increased　but　the　ductility　decreased　significantly.　The　encased　brace　had　a　significant　effect　on　enhancing　the　RAC　shear　walls.　The　experimental　maximum　strengths　were　evaluated　with　existing　design　codes,　it　was　indicated　that　the　strength　evaluation　of　the　low　rise　RAC　shear　walls　can　follow　the　existing　design　codes　of　the　conventional　concrete　shear　walls.