In　this　paper,　firstly,　the　rectangle　section　shear　wall　was　selected　to　research　because　it　is　the　relatively　weak　seismic　member　in　shear　wall　structural　system.　Secondly,　the　experimental　studies　on　the　seismic　performance　of　four　1/3　scale　shear　walls　with　different　types　of　concealed　bracings　under　cyclic　loading　were　carried　out.　The　four　test　specimens　includes　one　common　shear　wall,　one　with　concealed　steel　bar　bracings,　one　with　concealed　shape　steel　bracings　and　one　with　concealed　steel　bar　and　shape　steel　bracings.　The　experimental　results　show　that　the　primary　inclined　crack　of　shear　wall　with　concealed　bracings　tends　to　develop　towards　the　angle　of　concealed　bracings,　and　that　the　narrow　cracks　distribute　across　a　wide　area.　The　energy　dissipation　capacity　of　shear　wall　with　concealed　bracings　is　large.　The　height　of　the　zone　of　the　potential　plastic　hinge　of　shear　wall　with　concealed　bracings　is　longer　than　conventional　shear　walls.　Compared　with　conventional　shear　wall,　the　cracking　load,　yielding　load　and　ultimate　load　of　shear　walls　with　concealed　bracings　are　increased　obviously;　their　stiffness　in　later　stages　of　loading　have　better　stability;　their　ductility　factor　and　the　energy　dissipation　value　are　increased　greatly　and　their　hysteretic　loops　are　plumber.　The　seismic　performance　of　the　shear　wall　with　concealed　bracings　are　improved　greatly.　In　addition,　the　seismic　performance　of　the　shear　wall　with　concealed　steel　bar　and　shape　steel　bracings　is　the　best　among　four　specimens.