Concrete-filled　steel　tubular　frame　and　composite　shear　wall　structure　is　expected　to　greatly　improve　the　seismic　performance　of　reinforced　concrete　shear　walls,　which　is　considered　to　have　a　bright　prospect.　One　structural　model　with　two-span　and　two-story　was　tested　under　constant　vertical　load　and　lateral　cyclic　loads,　which　was　composed　of　concrete-filled　circular　steel　tubular　columns,　reinforced　concrete　shear　walls,　H　steel　composite　beams　and　beam-column　joints　with　external　stiffening　ring.　Failure　mode,　interface　performance　between　frames　and　shear　walls,　hysteretic　and　skeleton　curve,　stiffness　degradation,　ductility　and　dissipated　energy　were　investigated.　The　test　results　can　supply　further　research　on　concrete-filled　steel　tubular　frame　and　composite　shear　wall　structure　with　the　value　reference.