Short　pier　RC　shear　wall　structure　with　concealed　bracings　is　put　forward　in　this　paper.　Two　1/6　scale　models　of　short　pier　RC　shear　Wall　structure　with　and　without　concealed　bracings　are　tested　on　shaking　(able.　Dynamic　properties　and　responses　of　the　two　structures　at　different　stages　are　studied,　and　the　coin　pari　soil　of　failure　modes　between　the　two　models　is　also　made.　Results　from　the　experiments　indicate　that　at　elastic　stage,　seismic　performance　of　short　pier　shear　wall　structure　With　concealed　bracing　is　similar　to　that　of　structure　without　concealed　bracing..　After　concrete　cracks　appearing,　the　seismic　performance　of　the　former　is　much　better　than　that　of　the　latter.　The　displacement　responses　of　the　former　are　much　smaller　than　that　of　the　latter,　and　the　cracks　distribution　areas　in　walls　of　the　former　is　much　wider　than　that　of　the　latter.　The　energy　dissipation　capacity　of　the　former　is　significantly,　improved　compared　with　that　of　the　latter.　Nonlinear　time　history　analysis　is　carried　out　and　the　calculating　results　agree　well　with　the　results　from　the　experiments.