In　order　to　study　the　seismic　performance　of　the　flexural　member　with　low　yield　point　distributed　damping　element,and　to　compare　the　mechanical　performance　and　the　hysteretic　energy　dissipation　performance　of　the　distributed　damping　flexural　member　with　the　normal　flexural　member,a　finite　element　analysis　was　carried　out　to　a　cantilever　beam　with　distributed　low　yield　point　energy　dissipation　material　based　on　the　theory　of　shock　absorption　technology　at　component　level　in　this　paper.The　finite　element　analysis　model　is　established　by　ABAQUS　software　to　simulate　the　energy　consumption　after　the　damping　material　yield　due　from　the　relative　deformation　of　the　contact　surface　between　RC　beam　and　damping　layers.The　deformation　performance　and　hysteretic　energy　dissipation　was　summarized　and　compared　with　those　ordinary　cantilever　beams.According　to　the　results　of　the　finite　element　analysis,it　was　found　that　the　distributed　low　yield　point　energy　dissipating　material　can　obviously　restrain　the　deformation　of　the　concrete　in　the　tensile　zone　of　the　flexural　member,and　the　energy　dissipation　will　be　realized　when　the　low　yield　point　plate　yield　is　yielded.Therefore,it　can　be　considered　that　the　distribution　damping　can　improve　the　stress　and　hysteresis　performance　of　the　flexural　members　through　reasonable　design.After　distribution　damping,the　damage　of　the　component　and　the　hysteretic　energy　dissipation　performance　is　improved.　©　2018,　Editorial　Department　of　Journal　of　SJZU.　All　right　reserved.