This　paper　proposed　a　new　type　of　resilient　concrete　wall　consisting　of　steel　fiber　reinforced　recycled　aggregate　concrete　(SRAC)　and　weakly　bonded　ultra-high　strength　bars　(UHSBs).　Five　specimens　were　fabricated　and　tested　under　reversed　cyclic　lateral　force　and　constant　axial　load　to　investigate　the　seismic　performance　of　the　proposed　resilient　SRAC　walls.　Experimental　parameters　included　the　presence　of　steel　fibers,　the　concrete　strength,　the　volumetric　ratio　of　the　stirrup　used　in　the　boundary　elements,　and　the　axial　load　ratio.　All　test　walls　exhibited　a　stable　increase　of　lateral　resistance　up　to　2%　drift　ratio,　while　residual　drift　ratios　were　only　about　one-tenth　of　the　transient　drift　ratios.　Test　results　also　indicated　that　adding　steel　fibers　and　increasing　concrete　strength　could　mitigate　the　development　of　cracks　while　increasing　axial　load　could　delay　the　development　of　UHSBs　tensile　strain　and　cracks.　In　addition,　the　residual　drift　ratios　and　corresponding　design　objectives,　as　recommended　in　FEMA　356　and　previous　studies,　were　introduced　to　evaluate　the　resilience　of　the　proposed　SRAC　walls.　All　test　specimens　could　meet　the　optimal　performance　design　objective.　Parallel　to　the　experimental　work,　a　method　for　simply　calculating　the　skeleton　curve　and　a　model　to　evaluate　the　hysteretic　loops　of　the　proposed　walls　are　presented.　The　calculated　skeleton　curves　and　hysteretic　circles　agreed　well　with　the　test　results.