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[3] D.J. Thompson: “Wheel-rail noise generation, part I: Introduction and interaction model.”, Journal of Sound and vibration 161, 387-400, 1993.
[4] D.J. Thompson: “Wheel-rail noise generation, part III: rail vibration.”,Journal of Sound and Vibration 161, 421-446, 1993.
[5] D.J. Thompson: “Wheel-rail noise generation, part IV: contact zone and results.”, Journal of Sound and Vibration 161, 447-466, 1993.
[6] D.J. Thompson: “Wheel-rail noise generation, part V: inclusion of wheel rotation”, Journal of Sound and Vibration 161, 467-482, 1993.
[7] D.J. Thompson, B. Hemsworth, N. Vincent, “Experimental validation of the TWINS prediction program, part I: method.” Fifth international workshop on railway and tracked transit system noise, Voss, Norway, June 1995(to be published in Journal of Sound and Vibration, 1996.)
[8] 陳永昇,“捷運木柵線列車行駛噪音特性之研究”,國立交通大學運輸研究所碩士論文,1997。[9] 陳思元,“高架軌道樑之減振防噪研究”,國立台灣海洋大學系統工程暨造船學系碩士論文,2006。[10] 中華國振動與噪音工程學會, “ 高速鐵路列車輪軌系統之振動分析1-0-91-02-0037”,交通部高速鐵路工程局,2002。
[11] IEC 651, International Electrotechnical Commission 651.
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[13] B&K, Product Data, www.bksv.com.tw.
[14] U.S. Department of Transportation, Federal Railroad Administration, “High-Speed Ground Transportation Noise and Vibration Impact Assessment”, Office of Railroad Development, 1998.
[15] ISO2631-1 (1997) “Mechanical vibration and shock─Evaluation of human exposure to whole-body vibration─Part 1:General requirements.
[16] ISO2631-2 (2003) “Mechanical vibration and shock─Evaluation of human exposure to whole-body vibration─Part 2:Vibraiton in buildings (1 Hz to 80 Hz).