Six　shear　walls　using　high-strength　concrete　and　high-strength　steels　were　studied　by　conducting　cyclic　load　tests,　including　two　reinforced　concrete　shear　walls,　and　four　composite　walls　reinforced　by　concrete-filled　steel　tubes　(CFSTs).　The　effects　of　steel　fibers　and　boundary　element　forms　on　the　cyclic　behavior　of　the　walls　were　investigated.　Research　founds　that　the　steel　fiber　reinforced　specimens　showed　lighter　damage　degree,　lower　deformation　capacity,　and　lower　proportion　of　shear　deformation　than　the　non-fiber　reinforced　specimens.　Among　the　three　types　of　specimens　with　different　boundary　elements,　steel　fibers　had　the　greatest　influence　on　the　composite　walls　with　concrete-encased　CFST　columns　in　boundary　zone.　Compared　the　two　types　of　composite　walls　reinforced　by　CFSTs　which　were　designed　by　the　principle　of　＂equal　vertical　bearing　capacity　of　the　boundary　elements＂,　the　walls　with　outer　CFST　columns　showed　better　energy　dissipation　capacity　than　the　walls　with　concrete-encased　CFST　columns.　Finally,　considering　the　stress　characteristics　and　the　constraint　effect　of　boundary　elements　of　different　kinds　of　shear　walls,　the　simplified　calculation　model　of　load-carrying　capacity　and　the　finite　element　analysis　model　were　established　and　verified.