In　this　paper,　we　carry　out　low-reversed　cyclic　loading　tests　on　differently-structured　frame-supported　concealed　multi-ribbed　wall　panels　with　energy-efficient　blocks.　Models　for　evaluating　damage　performance　are　introduced　for　comparative　study,　in　an　effort　to　identify　the　preferable　model　for　such　a　structure.　To　this　end,　the　paper　uses　OpenSees,　a　nonlinear　finite　element　software　that　can　accurately　depict　the　mechanical　performance　of　a　structure,　both　to　calculate　the　necessary　mechanical　parameters　and　to　verify　the　damage　model　of　interest.　In　this　paper,　we　determine　the　numerical　ranges　for　the　damage　index　at　different　stages　of　accumulative　damage,　attaching　detailed　descriptions　on　a　stage-by-stage　basis.　Then,　we　offer　suggestions　for　structure　restoration　according　to　these　indices.