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研究生： 陳明聖
Ming-Shen Chen
論文名稱： 高速列車行經連續橋之車橋反應分析
指導教授： 周健捷
Jain-Jay Jou
口試委員:
學位類別： 碩士
Master
系所名稱： 工學院 - 土木工程學系
Department of Civil Engineering
畢業學年度： 89
語文別： 中文
論文頁數： 119
中文關鍵詞： 車橋互制 、振動 、凹凸模擬 、衝擊係數
外文關鍵詞： vehicle-bridge interaction, vibration
相關次數： 點閱：18  下載：0 
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    • 本文之優點:相較於有限元素法，本文所採之方法較具彈性與準確性;本文之缺點:只能分析定速問題。


    Comparing to FEM the method chosen here is more flexibility and reliability. However，my program can analyze const velocity problem only.

    中文摘要……………………………………………………………………I 英文摘要……………………………………………………………………II　 誌　　謝……………………………………………………………………III　　 目　　錄……………………………………………………………………V　　 圖目錄………………………………………………………………………VII　　 表目錄………………………………………………………………………IX　　　　 中文摘要……………………………………………………………………I 英文摘要……………………………………………………………………II　 誌　　謝……………………………………………………………………III　　 目　　錄……………………………………………………………………V　　 圖目錄………………………………………………………………………VII　　 表目錄………………………………………………………………………IX　　　　 符號說明……………………………………………………………………XI　　 第一章 序論 1-1 研究動機與目的…………………………………………………1 1-2 文獻回顧…………………………………………………………2 1-3 研究方法…………………………………………………………5 第二章 理論介紹 2-1 簡介 ……………………………………………………………6 2-2 樑彎曲振動之運動方程式 ……………………………………6 2-3 振態函數之正交性 ……………………………………………8 2-4 振態疊加法 ………………………………………………… 10 2-5 均勻樑自由振動方程式之通解……………………………… 13 2-6 軌道面之數值模擬…………………………………………… 16 2-7 車輛載重型式………………………………………………… 17 2-8 Runge-Kutta法 …………………………………………… 18 第三章 車橋方程式之建立 3-1 簡介…………………………………………………………… 19 3-2 建立車橋模型………………………………………………… 19 3-3 推導車橋互制運動方程式…………………………………… 20 3-4 推導橋樑-軌道面凹凸-車子三者間的互 制運動方程式……………………………………………………23 3-5 程式印證…………………………………………………………24 第四章 實例分析 4-1 簡介………………………………………………………………26 4-2 同大小不同型式之活載重對橋樑之影響……………………26 4.2.1 移動載重對橋樑之影響……………………………27 4.2.2 懸浮載重對橋樑之影響………………27 4.2.3 比較 ………………………………… 274-3 旅客舒適度之探討 4.3.1 車速的影響 ………………………………………… 28 4.3.2 跨長的影響………………………………………… 29 4-4 連續跨橋中點之探討 4.4.1 車速的影響……………………………30 4.4.2 軌道面凹凸之影響……………………31　 4-5 衝擊係數之探討………………………………………… 31 第五章 結論與展望 　 5-1 結論 …………………………………………………… 335-2 展望 ………………………………………………… 34 參考文獻……………………………………………………………………102

    1.Akin, J. E., and Mofid, M., (1989), "Numerical solution for response of .beams with moving mass," Journal of Structural Engineering, ASCE, 115(1), 120-131.
    2. Aida, T., Green, R., and Hosogi, Y., (1990), "Dynamic behavior of railway bridges under unsprung masses of a multi-vehicle train" , J.Sound Vibr. ,142(2), 245-260.
    3. Bathe, K. J., (1985), Finite Element Procedures in Engineering Analysis, Prentice Hall, Englewood, New York.
    4. Chang.T. P., and Chang, C. Y. (1998). "Vibration analysis of beam with a two degree-of-freedom spring-mass system ", Int. J. Solids Structures, 35(5-6), 383-40
    5. Yoshimura, T., Hino, J., Kamata, T., and Ananthanarayana N.( 1988)."Random vibration of a non-linear beam subjected to a moving load a finite element method analysis," J. Sound Vibr., 122(2), 317-329.
    6. Chang, D., and Lee, H., (1994), "Impact factors for simple-span highway girder bridges," Journal of Structural Engineering, SCE,120(3),704-715
    7. Cheng, T. S., Au, F. T. K Cheung, Y. K and Zheng, D. Y. (1999)."On the Separation between moving vehicles and bridge", J.Sound Vibr, 222(5), 781-801.
    8. Chu, K. H., Garg, V. K and Wang T. L. (1986). "Impact in railway prestressed concrete bridges," J. Struct. Engrg., ASCE, 112(5), 1036-1051.
    9. Sridharan, N., and Mallik, A. K., (1979), "Numerical analysis of vibration of beams subjected to moving loads", J.Sound Vibr. , 65(1), 147-150.
    10. Diana, G., and Cheli, F., (1989), "Dynamic interaction of railway systems with large bridges," Vehicle Systerm Dynamics, 18,71-106.
    11. Fr''yba, L. (1972). Vibration of Solids and Structures under Movingloach .NoordhofF International Publishing, Groningen, The Netherland.
    12. Fr''yba, L. (1996). Dynamics of Railway Bridges.
    13. Thomas Telford,London Gupta, R. K., and Traill-Nash, R. W., (1980), "Bridg dynamic loading due to road 13. surface irregularities and braking of vehicle" , Earthquake Engineering and Structural Dynamics, 8,83-96.
    14. Glen, V. B., "Element Of Structural Dynamics", Prentice Hall, Englewood, liffs
    15. Gupta, R. K., (1980), "Dynamic loading of highway bridge" , Journal of the Engineering Mechanics Division, ASC 106(EM2), 337-394.
    16. Genin, J., and Chung, Y. 1., (1979), "Response of a continuous guideway on equally spaced supports traversed by a moving vehicle", J.Sound Vibr, 67(2), 245-251.
    17. Hwang, E. S., and Nowak, A. S. (1991), “Simulation of dynsmic load for bridges,” Journal of Structural Engineering,ASCE, 117(5), 1413-1434.
    18. Humar, J. L., and Kashif, A. M. (1993). " Dynamlc response of bridges under travelling loads, " Can. J. Civ. Eng., 20, 287-29
    19. Gorman, D. J. (1975). Free Vibration Analysis of Beams and Shafts.
    　　John Wiley & Sons, Inc., New York.
    21. Olsson, M. (1985). ''Finite element, modal co-ordinate analysis (structures subjected to moving loads,"J. Sound Vibr., 99(1), 1-12
    22. Olsson, M. (1991). ''On the fundamental moving load problem,"J. Sound Vibr., 145(2), 299-307.
    23. Oden, J. T. (1967), Mechanics Of Elastic Structures, McGraw- Hill, New York
    24. Rao, C. K., and Mirza, S. (1989). ''A note on vibrations of generall restrained beams," J. Sound Vibr., 130(3), 453-465.
    25. Timoshenko, S., and Gere, J. M. (1961), Theory of Elastic Stability, 2th ed.,
    McGraw Hill, New York.
    26. Timoshenko, S., Young, D. H., and Weaver, Jr., W. (1974),Vibration Problems in Engineering, 4th ed., Wiley, New York.
    27. Wang, T. L., and Huang, D. (1992a), “Cable-stayed bridge vibration due to road surface roughness,” Journal of Structural Engineering, ASCE, 118(5), 1354-1374.
    28. Wang, T. L., Huang, D., and Shahawy, M. (1992b), “Dynamic Response of multigirder bridges,” Journal of Structural Engineeing, ASCE, 118(8), 2222-2238.
    29. Wu, J. S., and Dai, C. W. (1987). ''Dynamic responses of multispan nonuniform beam due to moving loads'' J. Struct. Engrg., ASCT 113(3), 458-474.
    30. Yang, Y. B., Liao, S. S., and Lin B. H. (1995). "Impact formulas for vehicles moving over simple and continuous beams," J. Struct. Engrg., ASCE, 121(11),1644-1650.
    31. Yang, Y. B., and Lin, B. H. (1995), "Vehicle-bridge interaction analysis by dynamic condensation method," Journal of Structural Engineering, ASCE, 21(11),1636-1643.
    32. Yang, Y. B., and Yau, J. D. (1997a). "Vehicle-bridge interaction element for dynamic analysis'' J. Struct. Engrg., ASCE, 123(11), 1512-1518.
    33. Yang, Y. B., and Yau, J. D. (1997b). "Dynamic responses of simple beams subjected to moving two-axle systems,l/ Proc. Sixth East Asia-Pacific Conf. Struct. Engrg. & Construct., Taipei, Taiwan, R.O.C.
    34. 周健捷(1981)，"公路橋承受移動車列荷重時動力反應之研究"，中華民國第五屆力學會議論文集，86-106
    35. 王榮泰、李事峰(1993) ，"應用有限元素法於分析多重跨距構架結構承受移動負載作用下所呈現的動態響應" ，土木水利 ，第二十卷，第一期 ，7-18 。
    36. 許琳青(1996)，橋樑於高速列車作用下之衝擊反應"，國立台灣大學土木工程學研究所碩士論文，楊永斌教授指導。
    37. 張嘉宏(1997),"剛性車-橋互制反應分析兼談水平曲梁衝擊效應"，國立台灣大學土木工程學研究所碩士論文，楊永斌教授指導。
    38. 黃勝翎(1999)，"橋樑於高速列車下之振動效應"，國立台灣大學土木工程研究所碩士論文，楊永斌教授指導。
    39. 劉文福(2000)，"等跨連續橋受列車作用之動態反應分析"，國立台灣大學土木工程研究所碩士論文，楊永斌教授指導。

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