參考文獻
【1】 Alder, A. A., and Reismann, H., 1974, ”Moving Loads on an Elastic Plate Strip,” Journal of Applied Mechanics, Transactions ASME, 41,No. 3, pp. 713-718.
【2】 Chonan, S., 1984, “Dynamic Response of a Prestressed , Orthotropic Thick Plate Strip to a Moving Line Load ,” Journal of Sound and Vibration,. 93, No. 3, pp. 427-438.
【3】 Saito, H., Chonan, S., and Kawanobe, O., 1980, “Response of an Elastically Supported Plate Strip to a Moving Load,” Journal of Sound and Vibration, 71, No. 2, pp. 191-199.
【4】 Elattary, M. A., 1991, “Moving Loads on an Infinite Plate Strip of Constant Thickness,” Journal of Physics D: Applied Physics, 24, No.4, pp. 541-546.
【5】 Taheri, M. R., and Ting E. C., 1989, “Dynamic Response of Plate to Moving Loads: Structural Impedance Method,” Computers & Structures,33, No. 6, pp. 1379-1393.
【6】 Zaman, M., Taheri, M. R., and Alvappillai, A., 1991, “Dynamic Response of a Thick Plate on Viscoelastic Foundation to Moving Loads,” International Journal for numerical and analytical methods in geomechanics, 15, No. 9, pp. 627-647.
【7】 Wu, J. S., Lee, M. L., and Lai, T. S., 1987, “The Dynamic Analysis of a Flat Plate under a Moving Load by The Finite Element Method,” International Journal for Numerical Methods in Engineering, 24, No.4, pp. 743-762.
【8】 Gbadeyan, J. A., and Oni, S. T., 1995, “Dynamic Behavior of Beam and Rectangular Plate Under Moving Load,” Journal of Sound and Vibration, 182, No. 5, pp. 677-695.
【9】 Henchi, K., Fafard, M., Dhatt, G., and Talbot, M., 1997, “DynamicBehavior of Multi-span Beams Under Moving Loads,” Journal ofSound and Vibration, 199, No. 1, pp. 33-50.
【10】 Wang, R. T., 1997, “Vibration of Muti-Span Timoshenko Beam to a Moving Force,” Journal of Sound and Vibration, 207, No. 5, pp.731-742.
【11】 Chatterjee, P. K., and Datta,T. K., 1995, “Dynamic analysis of ArchBridges Under Traveling Loads,” International Journal of Solids andStructures, 32, No. 11, pp. 1585-1594.
【12】 Chiba, M., and Yoshida, I., 1995, “Free Vibration of a Rectangular Plate-Beam Coupled System,” Journal of Sound and Vibration,. 194,No. 2, pp. 49-65.
【13】 Rumerman, M. L., 1975, “Vibration and Wave Propagation in Ribbed Plates,” J. Acoust. Soc. Am., 57, No. 2, pp. 307-373.
【14】 Nelson, J.T., and Saurenman, H.J.,1988, “A prediction procedure for rail transportation ground borne noise and vibration,” Transportation Research Record, 1143, NO.757, pp. 2-11.
【15】 Wilson, Ihrig & Associates,1995,”Transit noise and vibration impact assessment,” FTA U.S. Department of Transportation (1995).
【16】 倪勝火,莊明仁,鍾啟泰,1999,「台南科學園區背景及相關振源量測與分析」,第20 屆中日工程技術研討會公共工程組(10-2),高速鐵路行車引致軌道振動之問題論文集,台南,第113-129 頁。
【17】 Lombaert, G., and Degrande, G.,2003,”The experimental validation of a numerical model for the prediction of the vibrations in the free field produced by road traffic,” Journal of Sound and Vibration, Vol. 262, pp. 309-331 (2003).
【18】 楊智幃,2002,「捷運列車引致土層振動與衰減特性之研究」,碩士論文,國立成功大學土木工程研究所,台南。【19】 行政院環保署,「環境振動量測與管制技術之建立」, 報告編號:EPA-87-E3L1-03-03 (1998)。