An　analytical　solution　is　developed　to　investigate　the　horizontal　SV　wave　responses　of　end　-bearing　pile　considering　shear　deformation　of　Timoshenko　beam　and　soil　free-field　shear　stress.　Firstly,　the　beam　used　is　a　Timoshenko　beam　that　is　more　in　line　with　the　ac-tual　engineering　project,　in　which　taken　into　account　the　additional　deflection　caused　by　the　bending　and　shear　deformation　of　the　pile.　Meanwhile,　the　conditional　transformation　method　is　used　to　transform　the　coupled　equation　controlled　by　the　two　independent　vari-ables　of　displacement　and　rotation　angle　in　the　beam　model　into　the　decoupled　governing　equation.　Then,　the　impedance　of　the　soil　to　the　pile　under　horizontal　SV　wave　is　obtained　based　on　the　fixed　bottom　and　free　top　boundaries　of　the　soil,　and　the　continuous　bound-ary　conditions　of　the　pile-soil　interface.　Furthermore,　the　closed　solution　of　the　problem　is　obtained　according　to　the　relationship　of　the　governing　equation　of　Timoshenko　beam,　the　interaction　between　pile　and　soil,　and　the　fixed　bottom　and　free　top　boundaries　of　the　end　-bearing　pile.　In　addition,　the　free　vibration　and　forced　vibration　of　the　present　solution　are　compared　with　the　commercial　finite　element　software　ABAQUS　and　the　existing　analytical　solutions　of　Euler　beam　to　verify　the　rationality　of　the　present　analytical　solution.　Finally,　the　influence　of　soil　free-field　shear　stress　and　pile　shear　deformation　are　emphatically　analyzed.　The　results　have　certain　guiding　significance　for　engineering　structure　design.(c)　2023　Elsevier　Inc.　All　rights　reserved.