RC　short-pier,　shear　wall　structure　is　a　new　type　of　mid-rise　residential　structure　system.　It　has　been　applied　in　many　buildings.　Because　its　seismic　performance　is　worse,　improving　its　seismic　performance　becomes　a　problem,　which　attracts　the　attention　of　engineers.　In　this　paper,　the　short-pier　shear　wall　with　concealed　bracings　is　proposed,　and　contrastive　seismic　performance　experiment　study　is　carried　out.　In　this　study.　four　1/3　scale　coupled　short-pier　shear　wall　specimens　are　designed,　two　of　which　are　general　coupled　short-pier　shear　wall,　and　the　others　are　coupled　short-pier　shear　wall　with　concealed　bracings.　The　bearing　capacity,　stiffness,　ductility,　energy　dissipation　and　failure　phenomena　of　shear　wall　with　concealed　bracings　are　systematically　analyzed.　Based　on　the　experiment　research,　the　mechanical　models　for　calculating　bearing　capacity　of　the　short-pier　shear　wall　with　concealed　bracings　are　established,　and　the　calculated　results　well　agree　with　the　measured　ones.　The　experiments　show　that　the　seismic　performance　of　short-pier　shear　wall　with　concealed　bracings　is　greatly　improved.