Recycled　concrete　brick　(RCB)　is　manufactured　by　recycled　aggregate　processed　from　discarded　concrete　blocks　arising　from　the　demolishing　of　existing　buildings.　This　paper　presents　research　on　the　seismic　performance　of　RCB　masonry　walls　to　assess　the　applicability　of　RCB　for　use　in　rural　low-rise　constructions.　The　seismic　performance　of　a　masonry　wall　is　closely　related　to　the　vertical　load　applied　to　the　wall.　Thus,　the　compressive　performance　of　RCB　masonry　was　investigated　firstly　by　constructing　and　testing　eighteen　RCB　masonry　compressive　specimens　with　different　mortar　strengths.　The　load-bearing　capacity,　deformation　and　failure　characteristic　were　analyzed,　as　well.　Then,　a　quasi-static　test　was　carried　out　to　study　the　seismic　behavior　of　RCB　walls　by　eight　RCB　masonry　walls　subjected　to　an　axial　compressive　load　and　a　reversed　cyclic　lateral　load.　Based　on　the　test　results,　equations　for　predicting　the　compressive　strength　of　RCB　masonry　and　the　lateral　ultimate　strength　of　an　RCB　masonry　wall　were　proposed.　Experimental　values　were　found　to　be　in　good　agreement　with　the　predicted　values.　Meanwhile,　finite　element　analysis　(FEA)　and　parametric　analysis　of　the　RCB　walls　were　carried　out　using　ABAQUS　software.　The　elastic-plastic　deformation　characteristics　and　the　lateral　load-displacement　relations　were　studied.