In　order　to　know　the　influence　of　recycled　aggregate　on　property　of　seismic　performance　of　the　coupled　recycled　concrete　shear　wall,　a　low-frequency　quasi-static　cyclic　loading　experimental　for　four　1/4　scale　RC　coupled　shear　wall　models　with　the　1.0　span-height-ratio　of　lintel　beam　was　carried　out.　The　first　model　was　common　concrete　coupled　shear　wall.　The　replacement　of　recycled　aggregate　for　the　second　model　was　50%　and　the　third　was　100%.　The　forth　was　recycled　concrete　coupled　shear　wall　with　concealed　bracings.　The　seismic　performance　of　each　coupled　shear　wall　was　analyzed.　It　proved　that　compared　to　the　RC　coupled　common　wall,　the　recycled　concrete　coupled　shear　wall　showed　poorer　performance,　and　the　more　of　the　coarse　aggregate　replacement,　the　poorer　the　performance　of　the　recycled　concrete　shear　wall.　The　concealed　bracing　shear　wall　showed　a　good　seismic　performance.　The　capacity　calculation　for　recycled　concrete　coupled　shear　wall　was　also　established.　The　calculation　results　of　bearing　capacity　agreed　well　with　the　measured　ones.