This　paper　aims　to　investigate　and　compare　the　seismic　behavior　of　precast　resilient　wall　and　cast-in-situ　resilient　wall　with　different　shear-span　ratios,　and　to　explore　the　reliability　of　the　proposed　precast　wall　in　practical　engineering.　For　this　purpose,　quasi-static　tests　were　conducted　on　the　precast　walls　and　cast-in-situ　walls　with　two　shear　span　ratios　of　2.2　and　1.5.　The　experimental　variables　also　involved　in　the　presence　of　steel　fibers,　and　recycled　aggregate　concrete　(RAC)　strength.　The　seismic　responses　of　tested　walls,　including　damage　state,　load-　displacements　curves,　stiffness　degradation,　and　strain　development　were　analyzed.　In　addition,　residual　drift　ratio,　and　damage　index　were　used　to　assess　the　resilient　performance　and　damage　degree.　The　comparison　results　indicated　that　precast　walls　can　exhibit　seismic　and　resilient　performance　comparable　to　that　of　cast-in-　situ　walls.　Ultimately,　considering　the　weak　bond　performance,　the　model　analysis　was　conducted　based　on　OpenSees　platform,　and　parameter　analysis　of　boundary　longitudinal　reinforcement　has　been　carried　out.