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A Numerical Study of Cubic Parabolas on Railway Transition Curves

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並列摘要


This paper mainly focuses on the design of transition curves of the cubic parabola type in track alignment design. Equations for the transition curves are first derived from the theory of cubic parabolas using calculus techniques. They are then analyzed using numerical analysis methods. The proposed formulation is evaluated by comparison of its calculated results with data in 684 actual cases of transition curves. The accuracy of the proposed method is verified in this study by comparing the estimated results with collected data from actual engineering projects, and the applicability of the new method to the engineering practice of track alignment design is justified. The chainage and coordinates of the control points as well as other curve points and the tangential angle can be easily calculated using the transition curve equations.

參考文獻


Cheney, W. and Kincaid, D., Numerical Mathematics and Computing, Thomson Brooks/Cole (2008).
Kincaid, D. and Cheney, W., Numerical Analysis: Mathematics of Scien- tific Computing, Thomson Brooks/Cole ( 2002).
Wolf, P. R. and Ghilani, C. D., Adjustment Computations: Statistics and Least Squares in Surveying and GIS, John Wiley and Sons Inc. (1997).
Zboi ń ski, K. and Wo ź nica, P., “Optimization of the railway transition curves' shape with use of vehicle-track dynamical model,” Archives of Transport, Vol. 22, No. 3, pp. 387-407 (2010).
Australian Rail Track Corporation LTD., “Survey definition of alignment and kilometrage,” Track of Engineering Standard-NSW, TEP 25, RIC Standard: C 4601 (2005).

被引用紀錄


沈聰益(2013)。鐵路定線系統化教學之研究〔博士論文,國立臺北科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0006-1908201317404800

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