Shear　wall　with　concrete　filled　steel　tube　columns　and　concealed　trusses　is　a　new　kind　of　shear　wall.　In　order　to　further　the　seismic　performance　of　the　new　shear　wall,　experiment　was　carried　on　three　1/5　scale　models,　which　included　one　traditional　RC　shear　wall,　one　shear　wall　with　concrete　filled　steel　tube　columns,　one　shear　wall　with　concrete　filled　steel　tube　columns　and　concealed　trusses.　Based　on　the　experimental　study,　load-carrying　capacity　and　hysteretic　property　of　each　model　were　analyzed.　The　study　show　that　the　seismic　performance　of　shear　wall　with　concrete　filled　round　steel　tube　columns　and　concealed　steel　trusses　has　high　bearing　capacity　and　good　hysteretic　property.　Load　carrying　capacity　calculation　of　shear　wall　with　concrete　filled　steel　tube　columns　and　concealed　steel　trusses　were　carried　out,　the　calculate　results　were　in　good　agreement　with　the　measured　results.