本文有二個主要研究主題，其一為利用現地實驗、理論公式、有限元素分析，研究列車行經路堤結構所引起之地表振動反應。另一為研究列車行經橋樑與路堤結構時之車上振動特性，此研究利用臺灣高鐵、台北捷運、台灣鐵路之車上實驗結果進行分析。在第一個研究主題中，列車行經路堤結構引起之振動的主要頻率為nV/Lc，即使軌道表面相當不平整。當車速低於土壤雷利波速時，列車行經無不整度之軌道，所引起之地表振動非常小，但有一極小的軌道不整度時，列車引起的地表振動將會非常的明顯。然而當車速超過土壤雷利波速時，有無軌道不整度對於地表振動無太大區別，且振動的第一個主要頻率將會非常顯著。在另一個研究主題中，在軌道方向的車上振動小於其他二方向之振動，且車上振動之主要頻率來至於列車與橋樑。此外，高鐵在台南與台中之間的車上振動是相似的，即使各地點的土壤性質差異頗大。

This article studies two major topics. One investigates the behavior of ground vibrations induced by the train moving on the embankments using field experiments, theoretical formulations, and finite element analyses. The other investigates the vibrations on the trains passing the structures of bridges and embankments. Experiments measured on the vehicle are used to realize the characteristics of vibrations on the trains of THSR (Taiwan High Speed Rail), Taipei MRT, and Taiwan Railway. In the first topic, the train-induced vibrations are large at the dominant frequencies of nV/Lc, even though the track is very rough. For subsonic train speeds, the train-induced ground vibration is extremely small when the track is perfectly smooth, but with a minor track irregularity, the train-induced ground vibration can be significantly increased. However, for supersonic train speeds, the ground vibrations with or without track irregularities are not very different, and the vibration of the first dominant frequency having the longest wavelength is the most obvious wave. In the second topic, the vibrations on the train in the track direction are smaller than those in other two directions. The major vibration frequencies on the train are come from the natural frequencies of trains and bridges. Furthermore, the vibrations on the train from Tainan to Taichung are similar, even through the soil properties between the two locations are very different.

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