Short　pier　RC　shear　wall　structure　system　with　concealed　bracings　was　put　forward.　Two　1/6　scale　models　of　short　pier　RC　shear　wall　structure　with　and　without　concealed　bracings　were　tested　on　the　shaking　table.　Dynamic　character　and　dynamic　response　of　the　two　structures　were　respectively　studied　at　elastic,　cracking　and　failure　stage　through　the　experiment.　The　comparison　of　failure　mode　between　the　two　structures　was　also　made　during　different　stages.　The　test　results　indicate　that　the　dynamic　character　and　dynamic　response　of　the　two　structures　are　similar　during　elastic　stage.　During　the　plastic　stage,　the　resistance　of　the　short　pier　RC　shear　wall　structure　with　concealed　bracings　is　much　better　than　that　of　common　short　pier　shear　wall　structure　without　concealed　bracings.　The　interstory　drift　of　each　floor　and　the　roof　drift　of　the　former　are　much　smaller　than　those　of　the　latter.　The　crack　distribution　height　of　the　wall　with　concealed　bracings　is　much　higher　than　that　of　the　wall　without　concealed　bracings,　so　the　ability　of　dissipating　energy　of　the　farmer　is　much　better　than　that　of　the　latter.　Finite　element　time-history　analysis　is　made　at　the　stages　of　elasticity　and　nonlinear.　The　calculated　results　agree　well　with　the　experiment　results.