Integral　abutment　bridges　(IABs)　could　fundamentally　resolve　the　durability　problems　of　expansion　joints.　The　concrete　piles　beneath　the　abutments　are　the　most　vulnerable　components　in　IABs.　To　improve　the　seismic　performance　of　IABs,　the　pile　with　pre-hole　filled　by　damping　materials　(called　pre-hole　seismic　isolation　system)　has　been　proposed.　In　this　paper,　the　shaking　table　test　of　the　pre-hole　seismic　isolation　system　under　sine　wave　load　is　simulated　by　using　the　finite　element　software　ABAQUS/Explicit.　The　influence　of　the　mass　on　the　pile　top　and　the　pre-hole　dimension　on　the　dynamic　performance　of　the　pre-hole　seismic　isolation　system　was　analysed.　It　can　be　concluded　that　with　an　increase　in　the　mass　or　pre-hole　dimension,　the　fundamental　frequency　of　the　pile-soil　system　decreased.　With　an　increase　in　the　input　wave’s　frequency,　the　pile　with　a　pre-hole　seismic　isolation　system　could　have　a　better　seismic　performance　by　reducing　the　mass　or　pre-hole　dimension.　Copyright　©　IABSE　Symposium　Istanbul　2023:　Long　Span　Bridges　-　Proceeding　Book.　All　rights　reserved.