The　reinforced　concrete　shear　wall　with　boundary　concrete-filled　steel　tube　(CFST)　columns　features　high　lateral　strength　and　seismic　ductility.　Combining　the　use　of　high-strength　concrete　and　high-strength　reinforcements　for　this　kind　of　composite　shear　wall　has　attracted　widespread　attention　recently.　To　investigate　the　cyclic　performance　of　high-strength　concrete　shear　walls　with　high-strength　steel　bars　and　boundary　CFST　columns,　five　specimens　with　varying　concrete　strengths,　steel　tube　types,　steel　fiber　ratios,　and　strengthening　measures　using　bottom　steel　plates　were　tested　under　constant　axial　loading　combined　with　lateral　cyclic　loading.　The　test　failure　modes　and　the　measured　components　of　the　flexural　and　shear　displacements　indicated　flexural-dominated　failure　patterns　for　all　the　shear　walls,　where　the　shear　connectors　ensured　a　reliable　connection　between　the　boundary　CFST　columns　and　the　wall　web.　Although　the　high-strength　concrete　and　high-strength　reinforcements　functioned　well　together,　the　reasonable　material　strength　matching　between　concrete　and　steel　bars　and　the　stiffness　matching　between　wall　web　and　boundary　elements　should　also　be　considered　in　design.　The　incorporated　steel　fibers　alleviated　damage　to　the　wall　web　and　enhanced　the　wall＇s　flexural　deformation　capacity.　The　addition　of　bottom　double-skin　steel　plates　to　both　sides　of　the　wall　web　effectively　increased　the　lateral　strength,　deformability,　and　reparability　of　a　composite　wall　made　of　non-fiber-reinforced　concrete.　An　analytical　model　was　developed　to　evaluate　the　load-bearing　capacity　and　verified　by　comparing　the　model　predictions　against　test　results.　©　2021