This　study　aims　to　provide　an　accurate　finite　element　(FE)　modeling　method　for　structural　vibration　serviceability　evaluation　of　the　suspended　floor　under　human-induced　excitation.　The　fundamental　dynamic　characteristics　and　human-induced　vibration　responses　of　a　typical　suspended　floor　were　first　measured　via　a　series　of　field　tests.　Subsequently,　the　overall　and　local　equivalent　FE　models　of　the　suspended　floor　were　respectively　established,　and　their　applicability　was　then　verified　by　comparing　the　predicted　dynamic　characteristics　and　responses　of　the　suspended　floor　with　the　corresponding　field　test　results.　Finally,　passive　tuned　mass　dampers　(TMDs)　were　designed　for　vibration　control　of　the　suspended　floor　using　the　local　equivalent　FE　model,　and　the　applicability　of　the　local　FE　model　in　assessing　the　vibration　serviceability　of　the　suspended　floor　with　TMDs　was　further　confirmed　via　pedestrian-induced　vibration　tests.　Results　demonstrate　that　the　simplified　local　equivalent　FE　model　proposed　in　this　study　can　well　replace　the　complicated　overall　FE　model　to　evaluate　the　vibration　serviceability　of　the　suspended　floor　with　and　without　TMDs.