The　time-domain　wave　method　is　adopted　to　achieve　oblique　incidence　of　earthquake　waves　based　on　the　basic　theory　of　viscoelastic　boundary,　combining　with　ABAQUS　and　FORTRAN　program.　A　three-dimensional　finite　element　integral　computation　model　is　established.　The　integral　computation　model　consists　of　single　layer　reticulated　cylindrical　shell,　pile　and　foundation　soil.　The　seismic　responses　of　the　single　layer　reticulated　cylindrical　shell　are　analyzed　considering　different　incidence　angles　of　earthquake　waves　and　pile-soil-structure　interaction　(PSSI).　The　results　indicate　that　the　seismic　response　of　the　piles　is　larger　than　the　soil　under　the　action　of　seismic　waves　with　the　range　of　incidence　angel　from　40°　to　60°,　and　the　seismic　response　of　the　outside　piles　is　greater　than　the　inner　piles.　The　seismic　response　of　the　pile-soil-single　layer　reticulated　cylindrical　shell　is　not　always　the　largest　for　the　vertical　incidence　of　earthquake　waves.　The　horizontal　seismic　response　of　pile-soil-single　layer　reticulated　cylindrical　shell　appears　maximum　values　under　the　action　of　seismic　waves　with　the　range　of　incidence　angel　from　45°　to　60°.　The　effects　of　different　incidence　angles　of　earthquake　waves　on　the　pile-soil-single　layer　reticulated　cylindrical　shell　should　be　considered　in　seismic　analysis.　©,　2015,　Nanjing　University　of　Aeronautics　an　Astronautics.　All　right　reserved.