Based　on　the　experiment,　the　author　has　made　the　finite　element　analysis　of　three　steel-plate　shear　walls　with　concrete　filled　steel　tube　columns.　The　calculation　results　are　very　close　to　test　results.　It　proof　that　the　means　of　making　models　in　this　paper　is　reasonable　and　the　results　of　the　calculation　are　faithful.　All　of　the　study　show　that　the　materials　used　in　the　three　walls　have　good　seismic　behavior.