A　shear　wall　with　concealed　steel　plate　deep　beams　contains　CFST　columns,　steel　plate　deep　beams,　RC　walls　and　connecting　components.　Low　cyclic　loading　tests　on　seismic　behavior　of　five　1/5　scaled　composite　shear　wall　specimens　were　carried　out.　The　loading　was　divided　into　two　stages.　Loading　stage　one　focused　on　the　seismic　behavior　of　specimens　before　the　drift　of　1/50,　while　stage　two　focused　on　the　seismic　behavior　of　specimens　repaired　after　the　first　stage,　and　the　repair　was　carried　out　by　welding　thin　steel　plates　between　the　steel　tubular　columns.　Failure　characteristics,　hysteretic　characteristics,　load-bearing　capacity,　stiffness　degradation,　ductility,　and　the　energy　dissipation　of　specimens　before　and　after　repair　were　studied.　Study　shows　that:　the　CFST　columns,　steel　plate　deep　beams,　RC　walls　and　the　corresponding　connecting　components　can　collaborate　closely　and　exhibit　a　good　seismic　behavior;　the　deformation　behavior　differs　at　different　stages,　in　which　the　deformation　is　close　to　that　of　entire　shear　walls　before　the　concrete　wall　cracking,　and　close　to　shear　wall　with　vertical　slit　after　the　slippage　between　the　steel　tube　and　concrete　wall.