The　recycled　aggregate　concrete　(RAC)　brick　masonry　structure　with　vertical　constructional　reinforcements　is　proposed　in　this　paper.　The　experimental　study　of　two　RAC　brick　masonry　buildings　with　two　floors　is　carried　out　by　shaking　table　test.　The　two　test　models　have　the　same　wall　thickness　120　mm.　The　door　and　windows　are　set　on　the　first　floor,　and　the　windows　are　set　on　the　second　floor.　The　difference　between　the　two　models　is　one　with　vertical　constructional　reinforcements,　and　the　other　without.　The　El　Centro　earthquake　ground　motion　was　input　to　the　models　during　test.　The　acceleration　on　the　shaking　table,　the　first　floor　and　the　second　floor,　the　displacement　between　adjacent　floors,　the　structural　damage　and　failure　characteristics　during　every　stages　are　tested　and　analyzed.　The　results　show　that:　compared　to　the　normal　RAC　brick　masonry　building,　the　building　with　vertical　constructional　reinforcements　has　slighter　damage　and　smaller　relative　displacement　between　RAC　bricks　and　shows　better　seismic　performance.　The　buildings　with　vertical　construction　reinforcement　may　be　used　in　the　seismic　rural　areas.