捷運乃現代化都市最有效率的大眾運輸工具之一，具備迅速、便捷、大量及舒適等優點，卻也帶來了噪音與振動問題，而其路線又常連結都會區與住宅區，於是對於人們工作與生活環境產生衝擊，故此問題急待克服與改善。
本研究以台北捷運為例，一方面對捷運木柵線列車行駛引致之振動進行量測，將量得之資料以1/3八音階頻譜圖顯示振動量大小，並作一分析比較；另一方面在捷運內湖線沿線藉由落錘夯擊地面所產生之能量，量測地表振動衰減，進而以Wiss模式和Bornitz模式分析，瞭解內湖捷運沿線地層振動之衰減特性。
研究結果顯示，列車行駛引致之振動以垂直方向之振動量最大，而鋼構橋面版下之振動比混凝土橋面版下之振動小，且皆有1.6Hz和6.3Hz之尖峰頻率；在振動衰減特性方面，內湖地區在x, y, z三方向之材料阻尼係數α值分別為0.0452（1/m）、0.0191（1/m）及0.0278（1/m），衰減係數m值分別為1.735、1.592及1.477，且受到振波頻率影響。

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