This　paper　focuses　on　the　benchmark　problem　application　regarding　the　vibration　control　of　tall　buildings　under　wind　excitation.　The　building　considered　is　a　76-story　306m　concrete　office　tower　proposed　for　the　city　of　Melbourne,　Australia.　The　adopted　control　scheme　consists　of　an　active　tuned　mass　damper　where　the　control　action　is　achieved　by　a　fuzzy　logic　controller.　In　this　paper,　an　adaptive　fuzzy　neural　network　method　is　employed　to　extract　the　fuzzy　rule　based　on　the　data　obtained　from　the　performance　of　the　system　under　a　state　feedback　controller.　The　fuzzy　controller　is　designed　using　the　displacement　and　the　velocity　of　floor　76　as　the　two　input　variables,　and　active　control　force　as　output　variable.　The　results　of　the　simulation　show　the　ability　of　the　fuzzy　controller　to　reduce　the　displacement　and　acceleration　responses　of　floor　75　by　32%　and　57%　respectively.　Also　the　results　show　that　the　adopted　fuzzy　controller　has　great　potential　in　active　structural　control.