Energy　dissipation　is　an　important　method　for　improving　the　seismic　performance　of　super　high-rise　(SHR)　structures.　However,　few　quantitative　studies　have　focused　on　new　energy　dissipation　methods　and　their　application　in　SHR　structures,　especially　for　those　under　long-period　ground　motion,　including　near-fault　pulse-type　(NFPT)　ground　motion.　Thus,　in　this　study,　a　1/20-scale　model　of　a　typical　SHR　structure　was　designed　and　manufactured,　and　various　earthquake　waves　were　selected　based　on　the　site　condition　of　the　structure,　such　as　non-long-period　(NLP)　ground　motion,　non-pulse-like　long-period　(NPLP)　ground　motion,　and　NFPT　ground　motion.　Then,　a　double-layer　tuned　particle　damper　(DTPD)　was　fabricated,　its　parameters　were　optimized,　and　a　design　method　was　proposed.　Finally,　a　series　of　shaking　table　tests　were　performed　on　the　scaled　model　with　and　without　DTPD.　The　results　indicated　that　the　dynamic　responses　were　much　greater　under　NPLP　and　NFPT　than　under　NLP　ground　motion.　The　dynamic　responses　of　the　SHR　structure　were　more　evident　when　the　value　of　velocity　pulse　period　was　close　to　that　of　the　natural　vibration　period　of　the　SHR　structure.　Moreover,　the　top　floor　of　the　SHR　structure　clearly　exhibited　whipcord　phenomenon　under　NPLP　and　NFPT　ground　motions.　DTPD　can　effectively　decrease　the　dynamic　response　of　SHRs.　The　damping　performance　of　the　DTPD　under　NPLP　and　NFPT　was　better　than　that　under　NLP　ground　motion.　In　addition,　a　smaller　damping　ratio　at　the　connection　between　the　DTPD　and　the　structure　induced　a　better　damping　performance　from　the　DTPD.