For　accurately　simulating　the　dynamic　mechanical　behavior　of　CFRP-strengthened　RC　shear　wall,　a　threedimensional　numerical　model　was　proposed　in　the　present　study　to　capture　the　effect　of　strain　rate　on　the　constitutive　relations　of　concrete,　steel　bar,　CFRP　and　CFRP-concrete　interface.　The　influences　of　strain　rate,　CFRP　wrapping　method　and　the　number　of　CFRP　layer　on　the　dynamic　shear　properties　and　dynamic　CFRP　shear　contribution　of　CFRP-strengthened　RC　shear　wall　were　investigated.　The　results　indicated　that:　1)　as　the　strain　rate　increases,　the　damage　of　the　CFRP-strengthened　shear　wall　became　more　severe,　as　evidenced　by　the　increase　in　the　damage　area　of　concrete　and　CFRP　strips;　2)　the　failure　pattern　and　shear　bearing　capacity　of　shear　wall　was　affected　by　the　CFRP　layout　configurations;　3)　the　ductility　coefficient　and　energy　dissipation　capacity　increase　with　an　increasing　strain　rate　and　CFRP　layout　configurations.　It　was　to　emphasize　that,　the　shear　contribution　provided　by　CFRP　strips　was　substantially　enhanced　subjected　to　the　dynamic　loads,　especially　with　the　strain　rate　exceeding　10-3　/s,　therefore,　yielding　a　significant　increase　in　the　overall　bearing　capacity　of　CFRP-strengthened　shear　wall.　Moreover,　it　was　found　that　the　degree　of　enhancement　was　extensively　affected　by　the　CFRP　wrapping　methods　and　the　number　of　CFRP　layer　bundled　on　the　RC　shear　wall.　Based　on　numerical　results,　a　strain-rate-dependent　formula　predicting　the　dynamic　shear　contribution　of　CFRP　strips　was　proposed　to　quantitatively　describe　influences　of　CFRP　wrapping　method　and　bundled　layers.