A　total　of　four　full-scale　low-rise　recycled　aggregate　concrete　shear　wall　specimens　were　tested　adopting　a　quasi-static　loading　method　to　analyze　the　seismic　performance.　The　low-rise　shear　walls　consisted　of　recycled　aggregate　concrete,　single-layer　reinforcements,　concealed　special-shaped　columns,　and　expanded　polystyrene　thermal　insulation　modules.　Based　on　the　experimental　results,　the　seismic　performance　and　failure　characteristic　of　the　specimens　were　comparatively　analyzed.　The　factors　affecting　the　seismic　performance　of　the　low-rise　shear　wall　were　also　analyzed.　The　shear　bearing　capacity　calculation　model　and　formula　of　the　walls　were　proposed　based　on　the　softened　strut-and-tie　model.　A　comparison　of　the　calculated　results　and　the　experimental　results　shows　that　they　are　in　good　agreement.　The　results　show　that　the　load　bearing　capacity　and　deformation　capacity　can　be　significantly　improved　by　expanded　polystyrene　thermal　insulation　modules,　and　that　the　shear　wall　specimens　with　higher　recycled　aggregate　concrete　strength　and　larger　reinforcement　ratio　of　the　shear　wall　exhibit　better　seismic　performance.