Shaking　table　test　of　four　composite　shear　walls　with　steel　tube-reinforced　concrete　column　has　been　carried　out.　Two　walls＇　ratio　of　height　to　width　is　1.6,　of　which　one　is　composite　shear　wall　with　steel　tube-reinforced　concrete　column,　another　is　composite　shear　wall　with　steel　tube-reinforced　concrete　column　and　concealed　steel　truss;　two　walls＇　ratio　of　height　to　width　is　3.　0,　of　which　one　is　composite　shear　wall　with　steel　tube-reinforced　concrete　column,　another　is　composite　shear　wall　with　steel　tube-reinforced　concrete　column　and　concealed　steel　truss.　The　＂Taft＂　seismic　wave　was　input　in　the　shaking　table　test.　In　the　experiment,　dynamic　character,　dynamic　response,　damage　process　and　failure　mode　of　the　four　shear　walls　in　different　seismic　peak　acceleration　are　contrastively　analyzed.　The　study　results　indicate　that　compared　with　shear　wall　with　steel　tube-reinforced　concrete　column,　the　composite　shear　walls　with　steel　tube-reinforced　concrete　column　and　concealed　steel　truss　have　the　following　performances　that　the　load-carrying　capacity　is　higher,　the　stiffness＇　degradation　is　more　slower,　the　ductility　is　more　better,　and　the　seismic　behavior　is　significantly　improved.