In　order　to　optimally　design　core　walls　with　concrete　filled　steel　tube　columns　and　core　walls　with　concrete　filled　steel　tube　columns　and　concealed　steel　truss,　on　the　basis　of　test,　the　models　were　set　up　and　nonlinear　analysis　was　made　in　a　horizontal　load　by　the　general　finite　element　analysis　software　ABAQUS.　By　the　correct　model,　the　axial　compression　ratio,　depth-width　ratio　and　eccentricity　were　changed　to　study　the　impact　on　the　model.　The　analysis　results　show　that　by　increasing　axial　compression　ratio,　the　load-carrying　capacity　increases　at　first,　decreases　in　the　end,　and　the　ductility　reduces.　By　increasing　the　depth-width　ratio,　the　ductility　of　the　model　is　increased　and　overall　bending　effect　is　more　obvious.　By　the　torque　increasing,　the　load-carrying　capacity　of　the　model　is　decreasing　gradually.