For　the　low-rise　concrete　shear　wall　with　single　layer　of　web　reinforcement,　the　configuration　of　the　inclined　steel　bars　in　the　web　or　at　the　bottom　of　wall　can　limit　horizontal　shear　slip　at　the　bottom　construction　joints　and　development　of　diagonal　cracks　on　the　wall,　resulting　in　the　seismic　performance　of　wall　improved.　In　order　to　investigate　the　influence　of　different　arrangement　of　inclined　steel　bars　on　the　dynamic　performance　and　seismic　damage　mechanism　of　wall,　three　shaking　table　tests　of　low-rise　concrete　shear　wall　models　with　different　reinforcement　arrangements　were　carried　out,　including　a　wall　only　with　single　layer　web　reinforcement,　a　wall　with　single　layer　of　web　reinforcement　and　45°　inclined　steel　bars　in　the　web,　and　a　wall　with　single　layer　of　web　reinforcement　and　45°　inclined　steel　bars　at　the　bottom.　Based　the　test,　the　dynamic　characteristics,　dynamic　response　and　failure　mode　of　each　model　under　elastic　and　elastic-plastic　deformation　stages　were　compared　and　analyzed.　The　results　show　that　the　configuration　of　inclined　steel　bars　can　effectively　improve　the　seismic　capacity　of　low-rise　concrete　shear　wall　with　single　layer　of　web　reinforcement.　©　2018,　Editorial　Office　of　China　Civil　Engineering　Journal.　All　right　reserved.