Beiliuwu　Bridge　in　Huzhou　is　a　steel-concrete　composite　integral　bridge　with　semi-rigid　connection　between　pier　and　girder.　The　bridge　length　is　38.2　m,　the　width　is　12.14　m,　and　the　span　arrangement　is　(0.5+12+0.6+12+0.6+12+0.5)　m.　The　main　girder　of　the　bridge　is　made　of　weather-resistant　I-steel　and　cast-in-place　concrete　bridge　deck.　A　rubber　gasket　is　set　at　the　joint　of　main　girder　and　bent　cap　for　adapting　to　the　bending　deformation　of　the　main　girder,　and　steel　rods　covered　by　rubber　sleeve　are　utilized　in　the　bent　cap　and　cast　integrally　with　the　end　crossbeam,　forming　a　semi-rigid　connection　and　eliminating　the　bearings　on　pier.　The　integral　abutment　is　used　to　remove　the　expansion　joints,　thus　it　can　be　realized　that　the　full　bridge　has　no　expansion　joints　and　bearings.　Meanwhile,　a　finite　element　model　of　the　bridge　is　established　by　MIDAS　Civil　software　to　analyze　its　mechanical　performance.　The　results　show　that,　under　the　dead　load,　the　adoption　of　integral　abutment　can　make　full　use　of　the　properties　of　materials　of　concrete　deck　and　steel　girder,　respectively.　The　stress　distribution　of　main　girder　will　not　be　impaired　whether　hinge　connection　or　semi-rigid　connection　is　adopted　on　the　top　of　pier.　Under　the　temperature　load,　the　stress　distribution　of　the　girder　on　the　top　of　pier　is　different　when　the　hinge　connection　or　semi-rigid　connection　is　adopted.　©　2019,　Journal　Press,　China　Railway　Bridge　Science　Research　Institute,　Ltd.　All　right　reserved.