Based　on　the　stone　curtain　wall　project　in　Great　Mosque　of　Algiers,　the　seismic　performance　of　the　stone　curtain　wall　was　studied　with　two　sets　of　1:1　scale　shaking　table　test.　The　quality　correction　coefficient　was　introduced　to　simplify　the　model　of　the　stone　curtain　wall　to　solve　the　natural　frequency　after　the　damage　of　the　wall.　The　results　showed　that　the　natural　frequency　is　reduced　after　the　looseness　and　damage　of　the　pendant　and　the　stone;　the　acceleration　response　is　greatly　affected　by　the　position　and　size　of　the　pendant　and　there　is　a　certain　gap　between　the　stone　and　the　pendant,　which　increases　the　acceleration　response　of　the　stone,　but　at　the　same　time　reduces　the　internal　force　requirement　of　the　pendant.　©　2022,　Editorial　Board　of　World　Earthquake　Engineering.　All　right　reserved.