The　traveling　wave　effect　and　soil-structure　interaction　have　significant　influence　on　the　seismic　response　of　large-span　bridges　with　complex　site　conditions.　In　this　paper,　a　1/10　scaled-down　large-span　rigid-framed　bridge　model　was　designed　and　fabricated,　and　a　shaking　tables　test　considering　the　traveling　wave　effect　and　soil-structure　interaction　was　carried　out　on　a　large-scale　continuous　rigid　bridge　model　by　a　real-time　substructure　hybrid　test　technique.　Influences　of　the　traveling　wave　effect　and　soil-structure　interaction　on　the　seismic　responses　of　the　rigid-framed　bridge　specimen　were　systematically　analyzed　with　experimental　data.　The　test　results　showed　that　when　the　apparent　wave　speed　was　small,　the　traveling　wave　effect　increased　the　seismic　responses　of　the　rigid-framed　bridge.　With　the　increase　in　apparent　wave　speed,　the　structural　response　under　traveling　wave　excitation　and　uniform　excitation　was　basically　the　same.　The　SSI　effect　lead　to　a　great　change　in　the　seismic　input　peaks　and　spectral　characters　at　the　bottom　of　the　pier,　and　increased　the　seismic　responses　of　the　rigid-framed　bridge.　When　both　traveling　wave　and　the　SSI　effect　were　considered,　there　was　a　phase　difference　in　the　seismic　excitation.　The　dynamic　responses　of　a　continuous　rigid-framed　bridge　could　not　be　simply　obtained　by　superposition　of　the　separate　traveling　wave　effect　or　SSI　effect.　Meanwhile,　the　real-time　substructure　test　method　in　this　paper　solved　the　problems　that　the　traditional　soil　box　experiment　cannot　be　applied　to　the　test　of　a　large-scale　model,　the　soil　and　bridge　structure　find　it　difficult　to　meet　the　unified　similarity　ratio,　and　the　boundary　conditions　are　difficult　to　simulate　accurately.