In　order　to　research　the　feasibility　of　structural　seismic　retrofit　with　Hybrid　FRP(HFRP),　which　has　a　good　ductility,　four　reinforced　concrete　shear　walls　were　tested　to　investigate　the　performances　such　as　failure　mode　of　shear　walls,　ductility,　hysteretic　curves,　skeleton　curves　and　energy　consumption　strengthened　with　HFRP　in　this　paper.　The　effect　of　shear　span　ratio　on　the　seismic　performance　of　shear　walls　strengthened　with　HFRP　were　studied　herein.　The　results　show　that　the　stiffness　would　degrade　slowely　if　shear　walls　are　strengthened　with　HFRP.　This　effect　is　more　obvious　to　low-rise　shear　wall　than　that　to　mid-rise　shear　wall.　Strengthening　the　shear　walls　with　the　new-style　HFRP　herein　would　have　a　great　effect　on　improving　the　ductility　and　capacity　of　energy　consumption,　and　it＇s　more　effective　to　mid-rise　shear　wall　than　low-rise　one.　Concrete　Shear　walls　strengthened　with　HFRP　would　have　good　ductility　and　capacity　of　energy　consumption,　the　hysteretic　curves　are　fat　and　the　pinching　behavior　becomes　light.