The　dynamic　characteristics　and　three-dimensional　seismic　response　of　a　two-span　continuous　skew　girder　bridge　were　analyzed,　using　parameters,　such　as,　skew　angle,　shear　span　ratio,　reinforcement　ratio　and　axial　compression　ratio　and　so　on.　Taking　a　skewed　girder　bridge　of　Fujian　as　an　engineering　example,　a　1:5　scale　two-span　continuous　skewed　girder　bridge　model　was　designed　for　shaking　table　tests.　Adopting　shaking　table　tests　and　FE　numerical　analysis,　the　seismic　responses　and　damage　characteristics　of　the　skewed　girder　bridge　were　studied.　Results　of　shaking　table　tests　showed　that　the　structure＇s　acceleration　response　and　displacement　response　are　guite　different　under　different　types　of　ground　motion　and　at　the　same　site　or　different　types　of　ground　motion　and　at　different　sites;　under　the　same　skew　angle.　the　smaller　the　axial　compression　ratio,　the　larger　the　acceleration　and　displacement　responses;　when　the　axial　compression　ratio　is　the　same,　the　smaller　the　skew　angle,　the　larger　the　acceleration　and　displacement　responses;　a　reasonable　choice　of　skew　angle　has　a　great　influence　on　the　dynamic　performance　of　skew　bridges　in　the　design　of　skew　bridges.　©　2016,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.