In　order　to　study　the　longitudinal　elastic　response　characteristics　of　super-high　pier　continuous　girder　bridges　connected　with　tunnels,　the　model　of　seismic　analysis　is　established　by　taking　a　three-span　continuous　girder　bridge　connected　with　tunnels　in　a　mountainous　area　as　an　example.　Moreover,　it　is　compared　with　the　longitudinal　elastic　response　of　conventional　continuous　girder　bridge.　The　influence　factors　such　as　site　type,　pier　height　and　expansion　joint　gap　of　super-high　pier　continuous　girder　bridges　are　analyzed.　The　shock　absorption　effect　of　rubber　buffer　device　at　the　expansion　joint　is　also　discussed.　The　results　show　that　the　impact　of　the　collision　on　super-high　pier　continuous　girder　bridge　connected　with　tunnel　is　more　significant　compared　the　super-high　pier　continuous　girder　bridge　with　approach　bridge.　With　the　increase　of　the　height　of　pier,　the　bending　moment　responses　of　fixed　piers　of　super　high-pier　continuous　girder　bridges　connected　with　tunnel　appear　multiple　extreme　points　along　pier　body.　The　maximum　shear　response　may　appear　on　the　top　of　pier.　Site　type　and　expansion　joints　gap　have　a　great　influence　on　them.　Increasing　the　friction　factor　of　movable　support　has　little　effect　on　the　internal　force　response　at　the　bottom　of　pier　of　super-high　pier　continuous　beam　bridge,　but　it　is　possible　to　increase　the　shear　response　and　impact　force　response　at　the　top　of　pier.　Rubber　buffer　device　could　significantly　reduce　the　seismic　response　of　continuous　girder　bridges　connected　with　tunnels.　©　2020,　Nanjing　Univ.　of　Aeronautics　an　Astronautics.　All　right　reserved.