Focusing　on　a　small　radius　curved　bridge,　the　shaking　table　test　of　a　1/16　scaled　model　considering　pile-soil-bridge　structure　dynamic　interaction　was　accomplished.　The　model　design　and　implementation　of　the　shaking　table　tests　were　demonstrated.　The　vibration　response　of　pile-soil-bridge　structure　was　obtained　preliminarily　using　test　data　and　observed　phenomena,　and　the　failure　features　and　modes　of　the　scaled　model　were　investigated.　The　results　showed　that　the　frequencies　were　in　a　downtrend　but　damping　ratios　tended　to　increase　with　the　intensity　of　input　ground　motion;　from　the　bottom　of　pile　to　the　bridge　deck,　acceleration　responses　of　structure　tended　to　increase;　the　strain　and　dynamic　soil　pressure　amplitudes　of　pile　top　were　maximum,　and　the　strain　of　pier　column　was　larger　than　pile;　torsion　phenomenon　was　observed　in　the　test,　and　a　series　of　earthquake　damage　phenomena,　such　as　girder　falling,　bearing　failure,　crack　penetration　and　local　concrete　crushing,　were　demonstrated　during　the　test.　©　2019,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.