Anti-dip　rock　slopes　have　a　wide　development　and　distribution　in　the　Sanjiang　rivers,　and　their　deformation　and　damage　phenomena　are　particularly　prominent　among　all　slope　problems　in　the　region.　Earthquake　is　an　important　dynamic　factor　to　induce　landslides,　which　often　leads　to　large-scale　landslide　disasters.　In　this　paper,　a　model　test　of　a　reduced　scale　similar　material　shaking　table　was　designed　and　completed　using　the　historical　landslide　dam　at　Zongrong　on　the　left　bank　of　the　Jinsha　River　as　an　example.　By　loading　different　types　of　seismic　waves　as　well　as　different　frequencies　and　amplitudes,　the　dynamic　response　and　deformation　damage　mechanisms　of　anti-dip　rock　slopes　and　the　influence　of　structural　surfaces　are　investigated.　The　test　results　show　that　there　is　an　elevation　amplification　effect　and　skin　effect　on　anti-dip　slopes　under　strong　seismic　action,　the　larger　the　amplitude,　the　more　obvious　it　is.　The　rate　of　increase　of　the　slope　acceleration　amplification　factor　is　influenced　more　by　frequency　than　by　amplitude.　The　maximum　values　of　the　acceleration　amplification　factor　occur　at　0.2g　to　0.3g　for　different　amplitude　values.　The　presence　of　structural　surfaces　changes　the　dynamic　response　characteristics　of　the　slope,　and　there　is　a　clear　difference　in　the　amplification　effect　of　their　thickness　on　seismic　waves,　as　thicker　sections　are　suppressed　and　thinner　sections　are　amplified.　Amplitude　0.3g~0.4g　is　the　critical　dynamic　condition　for　slope　cracking　and　0.7~0.8g　is　the　critical　dynamic　condition　for　slope　destabilisation　damage.　The　slope　damage　process　can　be　broadly　divided　into　three　stages:　(1)　The　formation　of　top-of-slope　tension　cracks　and　toe-of-slope　shear　cracks;　(2)　The　expansion　of　cracks　and　shallow　block　shear　damage　sliding-block　toppling;　(3)　The　formation　of　the　main　slip　surface　of　the　shallow　slope　and　slope　damage.　©　2023　Chinese　Vibration　Engineering　Society.　All　rights　reserved.