An　innovative　shear　wall　was　proposed,　which　was　composed　of　high-strength　concrete　and　steel　rebars,　as　well　as　concrete-encased　CFST　columns　embedded　at　boundary　elements.　To　study　the　cyclic　and　resilient　behavior　of　the　proposed　wall,　four　walls　with　shear　span　ratios　of　2.2　were　designed　and　tested　under　quasi-static　cyclic　loads.　The　test　parameters　were　the　type　of　longitudinal　bars　at　boundary　elements,　the　presence　of　steel　fibers,　and　the　axial　compression　ratio.　As　test　results　showed,　within　the　limit　of　axial　compression　ratio,　the　proposed　shear　walls　had　small　residual　deformation　until　a　2%　loading　drift　ratio;　after　that,　the　hysteresis　curve　became　full　and　the　energy　dissipation　capacity　increased,　indicating　the　desirable　collapse　resistance.　Specifically,　the　use　of　ultra-high　strength　longitudinal　bars　at　boundary　elements　significantly　decreased　the　residual　de-formation　and　improved　the　reparability.　In　addition,　steel　fibers　effectively　enhanced　the　deformation　capacity　of　the　proposed　walls.　Finally,　given　the　confined　effects　of　CFST　columns　and　stirrups　on　concrete,　a　prediction　model　for　the　lateral　load-bearing　capacity　was　established.　The　comparison　between　predicted　and　test　results　from　this　study　and　existing　research　verified　the　good　accuracy　of　this　model.