Suspended　mass　pendulum　has　the　advantages　such　as　definite　mechanism,　simple　structure　and　superior　damping　effect,　but　the　traditional　simple　pendulum　is　restricted　by　the　deficiencies　including　difficulty　of　adjusting　pendulum　length　and　the　lacking　of　the　multiple　modals　tuning,　so　it　has　no　engineering　feasibility.　In　view　of　the　above　problems,　the　suspended　mass　pendulum　system　coupled　with　multiple　tuned　mass　blocks　and　multi　springs　is　proposed,　and　the　system　periods　can　be　flexibly　controlled　by　multiple　additional　springs　and　mass　blocks,　so　the　tuning　vibration　control　of　multi-mode　shapes　can　be　realized　at　the　same　time.　The　dynamic　equation　of　the　suspended　double　pendulum　is　presented,　the　dynamic　analysis　is　carried　out　to　obtain　the　frequency　analytical　solution,　and　the　corresponding　damping　mechanism　is　formulated.　On　this　basis,　the　dynamic　equation　of　the　building　structure　with　suspended　double　pendulum　is　established.　One　uniform　structure　and　one　stiffness　decreasing　structure　are　selected　as　the　controlled　structures　to　study　the　damping　effect　of　the　simple　pendulum　and　the　double　pendulum.　The　results　show　that　the　damping　effect　of　the　suspended　double　pendulum　is　much　better　than　that　of　the　suspended　simple　pendulum,　and　multiple　modal　tuned　control　is　realized.　In　addition,　the　suspended　double　pendulum　has　more　excellent　robustness　and　practicability,　so　it　is　suitable　for　high-rise　building　structures.　©　2019,　Nanjing　Univ.　of　Aeronautics　an　Astronautics.　All　right　reserved.