To　study　frame-masonry　horizontal　mixed　structures　appearing　in　rural　areas　of　Fujian　province　in　recent　years,　taking　a　real　folk　house　as　the　prototype,　shaking　table　tests　for　its　1/2　scale　model　were　conducted,　its　dynamic　characteristics,　test　phenomena　and　dynamic　responses　under　different　earthquakes　were　measured.Meanwhile,　the　structure＇s　finite　element　(FE)　model　was　established　with　the　software　ANSYS.Then　the　elastoplastic　response　time-history　analysis　for　the　FE　model　under　earthquakes　was　performed.The　FE　analysis　results　were　compared　with　the　shaking　table　test　results.　It　was　shown　that　the　FE　computing　results　agree　well　with　the　test　ones,　the　effectiveness　of　the　FE　model　was　verified;　destruction　patterns　of　masonry　part　of　this　type　structure　are　similar　to　those　of　brick-concrete　structures;　stress　concentration　occurs　at　the　top　node　of　frame　part＇s　RC　columns;　the　structure＇s　rigidity　center　and　mass　center　do　not　coincide,　the　lateral　stiffness　of　the　second　floor　is　obviously　larger　than　that　of　the　first　one;　under　the　action　of　earthquakes,　the　first　floor　has　bigger　displacements　and　torsion　effects;　due　to　poorer　construction　quality,　there　is　a　larger　hidden　danger　in　this　type　structures　under　earthquakes.　©　2018,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.