Three　2-story　frame-shear　wall　structures　that　integrated　the　advantages　of　composite　structure　and　highperformance　materials　were　designed　and　tested　under　cyclic　lateral　loading　to　develop　a　high-performance　structure　with　satisfactory　seismic　behavior　and　reparability.　HRB　600　MPa　steel　bars　(i.e.,　hot　rolled　ribbed　rebar　with　nominal　yield　strength　of　600　MPa)　and　1400　MPa　ultra-high　strength　(UHS)　steel　bars　were　used　for　vertical　component　reinforcement,　and　different　reinforcement　configurations　were　taken　as　the　design　parameters.　The　results　showed　that　the　proposed　structure　can　be　repaired　at　a　large　drift　of　2%　and　ensure　sufficient　collapse　resistance　capacity　as　well.　The　structure　only　reinforced　with　HRB　600　MPa　longitudinal　bars　in　vertical　components　showed　better　energy　consumption　capacity　but　serious　concrete　damage.　Replacing　all　HRB　600　MPa　longitudinal　bars　with　an　equal　strength　of　UHS　longitudinal　bars　have　a　more　pronounced　role　in　avoiding　the　deformation　and　damage　concentration　in　the　lower　floor　and　controlling　the　growth　rate　of　residual　drift　than　partially　replaced　hybrid　reinforced　structures.　The　UHS　reinforcement　concealed　bracing　can　effectively　decrease　the　shear　strength　degradation,　control　the　damage　of　shear　wall,　and　improve　the　reparability　of　the　structure.　According　to　the　failure　mechanism,　an　ideal　load-deformation　response　to　reflect　the　damage　state　was　proposed.