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研究生：	何婉珊 Ho, Yuen-Shan
論文名稱：	橋梁沉陷對磁浮列車行車安全性之探討 Safety Study of Maglev Trains Moving On Bridges During Foundation Settlements
指導教授：	朱聖浩 Ju, Shen-Haw
學位類別：	碩士 Master
系所名稱：	工學院 - 土木工程學系 Department of Civil Engineering
論文出版年：	2011
畢業學年度：	99
語文別：	英文
論文頁數：	115
中文關鍵詞：	磁浮列車、PI控制、軌道不整度、基礎沈陷、Newmark法、Timoshenko 梁
外文關鍵詞：	maglev train, PI control, rail irregularity, foundation settlement, Newmark method, Timoshenko beam
相關次數：	點閱：125 下載：10
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本論文之主要目的為探討磁浮列車在基礎發生沈陷時之行車安全性問題。不同於過去的輪軌系統，磁浮系統是利用電與磁之原理，產生磁浮力使列車懸浮在軌道上行走。由於並無機械性接觸，故其速度可作進一步之提高，取代傳統的輪軌火車而成為新一代之交通運輸工具。本論文將利用有限元素法分析十二節車廂之磁浮列車，以常速走過一簡支多跨橋的動態行為，其中採用PI控制來調整列車之懸浮系統，以維持其穩定性。由於磁浮列車對其與軌道間懸浮高度的變化非常敏感，基礎發生沈陷將可直接影響行車之安全，故必須認真探討之。而從分析結果可發現，軌道不整度的影響是明顯的，然而，容許垂直沉陷量和因軸向扭轉造成的容許側向位移則會因側向電磁力的加大而有顯著的改善。

The main purpose of this thesis is to study the safety of maglev (magnetically-levitated) trains moving on bridges while foundation settlements are taken into account. Different from the rail-wheeled system in the past, the maglev system produced the electromagnetic force to levitate the maglev train on bridges by using the theory of electromagnetism. Since there is no mechanical contact between the train and the guideway, the speed can be increased greatly, and also has the ability to take place of the traditional rail-wheeled train, to become a new generation transport system. This thesis investigates the dynamic response of twelve carriages maglev trains moving on multi-span simply supported bridges at constant speed by using the finite element analysis, in which the PI control is applied to adjust the levitation system for the stability. Because the change of the levitation gap between the train and guideway is so sensitive for maglev trains, it can directly affect the safety during the operation. Thus, it has to be considered seriously. From the analyzing result, one can easily find that the influences of rail irregularities are obvious. However, the allowable vertical settlement and the Y-deflection caused by X-rotation can be significantly improved when the lateral electromagnetic force is enlarged.

摘要	I
Abstract	II
誌謝	III
List of Tables	VII
List of Figures	VIII
Chapter 1  Introduction	1
1.  Background and Purpose	1
2.  Literature Review	2
3.  Brief Account of Research	7
Chapter 2  Theory Illustrations	9
1.  Introduction	9
2.  The Framework of The EMS System	10
3.  Control System of The Maglev Train	10
3.1.  The Theory of The PI Controller	10
3.2.  The Formulation of The Electromagnetic Force	12
3.3.  The Procedure of The Control System	14
4.  Newmark Method	17
5.  Rail Irregularity	18
6.  The Formulations of The Beam and Maglev Vehicle	19
6.1.  The Theory of Timoshenko Beam	19
6.2.  Motion Equation of Maglev Train	24
6.3.  The Spring-Damper and The Lumped Mass Element	25
6.4.  The Rigid Link Effect	26
6.5.  The Formulation of Force of Maglev Wheel	28
Chapter 3  The Programs and Cases	35
1.  Introduction	35
2.  Numerical Procedures of MV2d and MV3d	35
3.  Programs for Finite Element Analysis	37
3.1.  The Program, mv3dsd	37
3.2.  The Program, AD	37
3.3.  The Program, AB	38
3.4.  The Program, AN	38
4.  Procedure of The Analysis	39
5.  Models Introduction	39
5.1.  Testing Models For The Programs MV2d and AN	39
5.2.  Testing Models For The Programs MV3d and AN	40
6.  Conclusion of The Programs MV2d and AN	41
7.  Conclusion of The Programs MV3d and AN	43
8.  Finite Element Model of The Analysis	44
Chapter 4  Settlement Response Analysis	63
1.  Introduction	63
2.  The Settlement Issue of THSR	63
3.  The Simulation of The Settlement	64
4. Cases Introduction	65
5.  Comparisons and Brief Conclusion	67
Chapter 5  Conclusions and Future Works	91
1.  Conclusions	91
2.  Future Work	92
References	93
Appendix A	98
Appendix B	101
Appendix C	105
Appendix D	113
自述	115
                                    

[1] Chen SS, Zhu S & Cai Y (1995), “On unsteady-motion theory of magnetic forces for maglev systems,” Journal of Sound and Vibration, 188(4) pp.529-543.
[2] Lee JS, Kwon SD, Kim MY & Yeo IH (2009), “A parametric study on the dynamics of urban transit maglev vehicle running on flexible guideway bridges,” Journal of Sound and Vibration, 328(3) pp. 301-317.
[3] Hägele N & Dignath F (2009), “Vertical dynamics of the maglev vehicle transrapid,” Multibody System Dynamics, 21(3) pp. 213-231.
[4] Ren S, Romeijn A & Klap K (2010), “Dynamic simulation of the maglev vehicle/guideway system,” Journal of Bridge Engineering, 15(3) pp. 269-278.
[5] Wai RJ & Lee JD (2005), “Performance comparisons of model-free control strategies for hybrid magnetic levitation system,” IEE Proc. Electr. Power Appl., 152(6).
[6] Ji K & Kim WJ (2007), “Stabilization of networked control system with time delays and data-packet losses,” European Journal of Control, 13(4) pp. 343-350.
[7] Fang YT & Fan CZ (2007), “Single neuron network PI control of high reliability linear induction motor for maglev,” Journal of Zhejiang University-Science A, 8(3) pp. 408-411.
[8] Yu H & Kim WJ (2008), “Controller design and implementation of six-degree-of-freedom magnetically levitated positioning system with high precision,” Proceedings of the Institution of Mechanical Engineers Part I-Journal of Systems and Control Engineering, 222(18) pp. 745-756.

[9] Wu SJ, Wu CT & Chang YC (2008), “Neural-fuzzy gap control for a current/voltage-controlled 1/4-vechicle maglev system,” IEEE Transactions on Intelligent Transportation Systems, 9(1) pp. 122-136.
[10] Gentili L & Marconi L (2008), “Disturbance rejection in the control of a maglev artificial heart,” Journal of Dynamic Systems Measurement and Control-Transactions of the ASME, 130(1).
[11] Yau JD (2009), “Vibration control of maglev vehicles traveling over a flexible guideway,” Journal of Sound and Vibration, 321(1-2) pp. 184-200.
[12] Nielsen C, Fulford C & Maggiore M (2010), “Path following using transverse feedback linearization: Application to a maglev positioning system," Automatica, 46(3) pp. 585-590.
[13] Cai Y, Chen SS, Rote DM & Coffey HT (1994), “Vehicle/guideway interaction for high speed vehicles on a flexible guideway,” Journal of Sound and Vibration, 175(5) pp. 625-646.
[14] Cai Y, Chen SS, Rote DM & Coffey HT (1996), “vehicle/guideway dynamic interaction in maglev systems,” J. Dyn. Sys. Meas. Control, 118(3) pp. 526-531.
[15] Shi J, Wei QC & Zhao Y (2007), “Analysis of dynamic response of the high-speed EMS maglev vehicle/guideway coupling system with random irregularity,” Vehicle System Dynamics, 45(12) pp. 1077-1095.
[16] Wang HP, Li J & Zhang K (2007), “Vibration analysis of the maglev guideway with the moving load,” Journal of Sound and Vibration, 305(4-5) pp. 621-640.
[17] Yim BH, Han HS, Lee JK & Kim SS (2009), “Curving performance simulation of an EMS-type Maglev vehicle,” Vehicle System Dynamics, 47(10) pp. 1287-1304.
[18] Han HS, Yim BH, Lee NJ, Hur YC & Kim SS (2009), “Effects of guideway’s vibrational characteristics on the dynamics of a maglev vehicle,” Vehicle System Dynamics, 47(3) pp. 309-324.
[19] Yau JD (2010), “Response of a maglev vehicle moving on a two-span flexible guideway,” Journal of Mechanics, 26(1) pp. 95-103.
[20] Hu CY, Chen KC & Chen JS (2010), “Dynamic interaction of a distributed supported guideway and a asymmetrical multimagnet suspension vehicle with unbalanced mass,” Journal of Mechanics, 26(1) pp. 1-14.
[21] Zhang W, Yang SY, Bai Yam & Machado JM (2010), “The cross-entropy method and its application to minimize the ripple of magnetic levitation forces of a maglev system,” International Journal of Applied Electromagnetics and Mechanics, 33(3-4) pp. 1063-1068.
[22] Du YM, Jin NQ & Shi LM (2010), “Research on magnetic force characteristics of the controlled-PM maglev linear synchronous motor with finite element method,” International Journal of Applied Electromagnetics and Mechanics, 33(1-2) pp. 777-784.
[23] Yin JH (2000), “Closed-form solution for reinforced Timoshenko beam on elastic foundation,” Journal of Engineering Mechanics, 126(8) pp. 868-874.
[24] Yin JH & P.E. (2000), “Comparative modeling study of reinforced beam on elastic foundation,” Journal of Geotechnical & Geoenvironmental Engineering, 126(3) pp. 265-271.
[25] Zhang HL & Hu CS (2007), “Determination of allowable differential settlement in bridge approach due to vehicle vibrations,” Journal of Bridge Engineering, 12(2) pp. 154-163.

[26] Yau JD (2009), “Response of a maglev vehicle moving on a series of guideways with differential settlement,” Journal of Sound and Vibration, 324(3-5) pp. 816-831.
[27] Yau JD (2009), “Response of a train moving on multi-span railway bridges undergoing ground settlement,” Engineering Structures, 31(9) pp. 2115-2122.
[28] Leong CC (2011), Derailment study of maglev trains moving on bridges during earthquakes, NCKU, Dept. of Civil Engineering.
[29] Hellerstein JL, Diao Y, Parekh S & Tilbury DM (2004), Feedback control of computing systems, Hoboken, New Jersey: John Wiley & Sons, Inc.
[30] Johnson MA & Moradi MH (2005), PID control-new identification and design methods, Springer-Verlag London Ltd.
[31] Sinha PK (1987), Electromagnetic suspension: dynamics and control, London, UK: Peter Peregrinus Ltd.
[32] Cheng DK (1989), Field and wave electromagnetics(2nd ed.), Addison-Wesley Publishing Company, Inc.
[33] Chopra AK (2001), Dynamics of structures: theory and applications to earthquake engineering, Prentice Hall.
[34] Bathe KJ (1982), Finite element procedures in engineering analysis, New Jersey, U.S.A.: Prentice-Hall, Inc., Englewood Cliffs.
[35] Au FTK, Wang JJ & Cheung YK (2002), “Impact study of cable-stayed railway bridges with random rail irregularities,” Engineering Structures, 24 pp. 529-541.
[36] Fryba L (1996), Dynamics of railway bridges, London: Thomas Telford.

[37] Lei X & Noda NA (2002), “Analyses of dynamic response of vehicle and track coupling system with random irregularity of track vertical profile,” Journal of Sound and Vibration, 258 pp. 147-165.
[38] Fryba L (1999), Vibration of solids and structures under moving loads, London: Thomas Telford.
[39] Ju SH, “Vibration analysis of 3D Timoshenko beams subjected to moving vehicles,” Accepted by Engineering Mechanics ASCE
[40] Cook RD, Malkus DS, Plesha ME & Witt RJ (2001), Concepts and applications of finite element analysis(4th ed.), United States: John Wiley & Sons.
[41] Zhao CF & Zhai WM (2002), “Maglev vehicle/guideway vertical random response and ride quality,” Veh. Syst. Dyn., 38 pp. 185-210.
[42] Bohn G & Steinmetz G (1984), “The electromagnetic levitation and guidance technology of the ‘Transrapid’ test facility EMSland,” IEEE Transactions on magnetic, 20 pp. 1666-1671.
[43] Ju SH & Liao JR (2010), “Error study of rail/wheel point contact method for moving trains with rail roughness,” Computers and Structures, 88 pp. 813-824.

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