To　study　the　cyclic　behavior　of　high-strength　concrete　shear　wall　with　high-strength　steel　bars,　five　shear　wall　specimens　with　a　shear-to-span　ratio　of　2.2　were　fabricated　and　tested　subjected　to　constant　axial　load　and　horizontal　cyclic　load.　The　effects　of　the　axial　force　ratio,　the　strength　of　distributing　steel　bars,　the　presence　or　absence　of　steel　fibers,　and　the　properties　with　or　without　wrapped　steel　plates　on　the　hysteretic　behavior　of　shear　walls　were　analyzed.　The　results　show　that　the　combination　of　concrete　with　C80　grade　and　steel　bars　with　HRB600　grade　was　a　reasonable　strength　matching　way.　Increasing　the　strength　of　distributing　steel　bars　in　the　wall　delayed　the　development　of　cracks　and　reduced　the　residual　deformation.　The　addition　of　steel　fibers　reduced　the　crack　widths　and　improved　the　elastic-plastic　deformation　capacity.　Moreover,　adding　wrapped　steel　plate　at　the　bottom　of　wall　effectively　improved　the　bearing　capacity,　deformation　capacity,　and　reparability　of　the　shear　wall.　Finally,　a　restoring　force　model　established　on　the　basis　of　experiment　and　theoretical　analysis　agreed　well　with　the　test　hysteresis　curves.