This　study　presents　a　new　strategy　to　enhance　the　seismic　performance　of　self-centering　concentrically　braced　frames　(SCCBFs).　A　hybrid　strategy,　which　combines　a　SCCBF　with　a　moment-resisting　frame　or　buckling-restrained-braced　frame,　is　first　investigated,　which　show　evident　reduction　in　peak　deformation　demands.　This　benefit　further　inspires　the　design　of　multi-story　pure　SCCBFs　with　the　enhanced　post-yield　stiffness　ratio　and/or　energy　dissipation　factor　directly.　Incremental　dynamic　analyses　indicates　that　the　advanced　SCCBFs　achieve　seismic　peak　deformation　control　comparable　to　that　of　the　hybrid　systems.　Meanwhile,　the　advanced　SCCBFs　are　nearly　damage-free　and　fully　recoverable　after　significant　earthquakes,　and　thus　represents　a　more　favorable　strategy　from　the　seismic　resilience　perspective.