In　order　to　study　the　restoring　force　model　of　low-rise　concrete　shear　wall　with　single　layer　of　web　reinforcement　and　inclined　rebars,　a　series　of　specimens　were　investigated　by　quasi-static　tests.　Based　on　the　fitting　of　experimental　data　and　theoretical　analysis,　the　restoring　force　model　considering　four　characteristic　points　(crack　point,　yield　point,　peak　point　and　failure　point)　and　degradation　of　unloading　stiffness　was　established.　The　hysteretic　rule　of　restoring　force　model　was　determined　by　analyzing　characteristic　of　hysteresis　curve　for　cyclic　loading　tests.　The　results　show　that　skeleton　curves　and　hysteresis　curves　calculated　by　the　restoring　force　model　are　in　good　agreement　with　the　test　curves,　which　can　provide　reference　for　the　elastic-plastic　dynamic　analysis　of　low-rise　concrete　shear　walls　with　single　layer　of　web　reinforcements　and　inclined　rebars.　Shaking　table　tests　of　two　low-rise　concrete　shear　walls　were　also　conducted　to　investigate　dynamic　performance　and　the　seismic　damage　mechanism　of　low-rise　concrete　shear　wall　with　single　layer　of　web　reinforcement　and　inclined　rebars.　Research　on　dynamic　nonlinear　simplified　model　of　SAP2000　shows　that　the　proposed　restoring　force　model　can　be　used　to　analyze　the　elastic　and　elastic-plastic　dynamic　response　for　the　low-rise　concrete　shear　wall　with　single　layer　of　web　reinforcement　and　inclined　rebars.