Shear　wall　with　concrete　filled　steel　tube　columns　has　being　used　in　engineering　in　our　country,　but　seismic　experiment　to　it　is　rare　in　home　and　abroad.　For　studying　its　seismic　performance,　Seismic　behaviors　experiment　research　on　shear　walls　with　rectangular　concrete　filled　steel　tube　columns　under　cyclic　loading　action　have　been　done,　in　this　paper,　considering　different　axial-load　ratio,　strong　and　weak　shear　constructional　measures.　1/4　scaled　experimental　models　are　one　traditional　steel　reinforced　concrete　shear　wall　and　three　these　new　kind　of　walls.　Based　on　the　experiment,　load-carrying　capacity,　ductility,　stiffness　and　its　degradation,　hysteretic　property,　energy　dissipation　and　failure　phenomena　of　each　shear　wall　are　analyzed.　Load-carrying　capacity　mechanical　model　is　established.　The　results　obtained　from　the　calculation　are　in　good　agreement　with　those　from　the　experiment.　The　results　show　that　this　kind　of　shear　wall　can　efficiently　take　advantage　of　concrete　shear　wall　and　concrete　filled　steel　tube　columns　and　has　excellent　seismic　behaviors.