To　improve　the　seismic　resiliency　of　precast　concrete　(PC)　wall,　a　type　of　emulative　PC　wall　with　replaceable　corner　components　(RCCs)　was　developed　in　this　study.　The　damage　of　the　PC　wall　was　deliberately　concentrated　in　the　RCCs,　which　can　be　replaced　after　an　earthquake.　Four　large-aspect-ratio　specimens　(including　three　PC　walls　with　different　tensile　strength　RCCs,　and　one　monolithic　cast-in-place　reinforced　concrete　(RC)　wall)　were　tested　to　investigate　the　seismic　behavior　of　the　PC　wall,　the　replaceability　of　the　RCCs,　and　comparability　of　the　PC　wall　with　the　RC　wall.　Although　flexural　failure　occurred　for　the　three　PC　walls,　the　locations　of　damage　were　different.　For　PC　walls　with　low　and　moderate　tensile　strength　RCCs,　the　damage　was　successfully　concentrated　in　RCCs,　while　for　PC　wall　with　high　tensile　strength　RCCs,　the　damage　was　expanded　from　RCCs　to　the　non-replaced　part　of　the　PC　wall.　When　RCCs　had　approximately　identical　tensile　strength　to　the　boundary　element　of　RC　wall,　the　performance　of　the　PC　wall　emulated　that　of　the　RC　wall.　The　ultimate　drift　ratio　of　the　PC　walls　ranged　from　1.7%　to　2.2%　which　is　lower　than　that　of　2.7%　for　the　RC　wall.　The　PC　wall,　before　and　after　replacing　RCCs,　exhibited　approximately　identical　lateral　load,　while　slight　lower　initial　stiffness.　The　vertical　displacement　profiles　of　wall　bottom　section　were　almost　linear,　and　the　yielding　and　peak　strength　of　the　PC　walls　could　be　reasonably　estimated　by　assuming　the　wall　bottom　section　remain　plane　after　deformation.