In　this　paper,　a　steel-concrete　multi-energy　dissipation　composite　shear　wall,　comprised　of　steel-reinforced　concrete　(SRC)　columns,　steel　plate　(SP)　deep　beams,　a　concrete　wall　and　energy　dissipation　strips,　is　proposed.　In　order　to　study　the　multi-energy　dissipation　behavior　and　restorability　after　an　earthquake,　two　stages　of　low　cyclic　loading　tests　were　carried　out　on　ten　test　specimens.　In　the　first　stage,　test　on　five　specimens　with　different　number　of　SP　deep　beams　was　carried　out,　and　the　test　lasted　until　the　displacement　drift　reached　2%.　In　the　second　stage,　thin　SPs　were　welded　to　both　sides　of　the　five　specimens　tested　in　the　first　stage,　and　the　same　test　was　carried　out　on　the　repaired　specimens　(designated　as　new　specimens).　The　load-bearing　capacity,　stiffness,　ductility,　hysteretic　behavior　and　failure　characteristics　were　analyzed　for　both　stages　and　the　results　are　discussed　herein.　Extrapolating　from　these　results,　strength　calculation　models　and　formulas　are　proposed　herein　and　simulations　using　ABAQUS　carried　out;　they　show　good　agreement　with　the　test　results.　The　study　demonstrates　that　SRC　columns,　SP　deep　beams,　concrete　wall　and　energy　dissipation　strips　cooperate　well　and　play　an　important　role　in　energy　dissipation.　In　addition,　this　study　shows　that　the　shear　wall　has　good　recoverability　after　an　earthquake,　and　that　the　welding　of　thin　SP＇s　to　repair　a　deformed　wall　is　a　practicable　technique.