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Koncepcja oceny i kształtowania kolejowych krzywych przejściowych z wykorzystaniem pełnego modelu dynamicznego pojazdu

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Warianty tytułu
EN
The concept of assessment and moulding at the same time of the railway transition curves with taking advantage of the complete model of the dynamic vehicle
Języki publikacji
PL
Abstrakty
Słowa kluczowe
Rocznik
Strony
29--35
Opis fizyczny
Bibliogr. 29 poz.,Wz., wykr.,
Twórcy
autor
autor
  • Wydział Transportu, Politechnika Warszawska
Bibliografia
  • [1] Grabowski R., Optymalizacja krzywych przejściowych przystosowanych dla dużych prędkości, „Drogownictwo" nr 3, str. 70-76, 1973.
  • [2] Koc W., Uwagi o gładkich krzywych przejściowych, „Drogi Kolejowe", nr 4-5, str. 78-82, 1986.
  • [3] Baykal O., Concept of Lateral Change of Accelaration, „J. of Surveying Engineering", nr 122(3), 132-140, 1996.
  • [4] Tari E., Baykal O., A new transition curve with enhanced properties, „Canadian Journal of Civil Engineering", 32(5), 913-923, 2005.
  • [5] Ahmad A., Ali J., G'Transition Curve Between Two Straight Lines, Proc. 5th CGIV'08, 154-159, IEEE Computer Society, New York, 2008.
  • [6] Kuvfer B., Optimization of horizontal alignments for railway - procedure involving evaluation of dynamic vehicle response, Doctoral Thesis, Royal Institute of Technology, Stockholm, 2000.
  • [7] Sysak J., Drogi Kolejowe, PWN, Warszawa 1982.
  • [8] Szajer R., Drogi Kolejowe, WKŁ, Warszawa 1971.
  • [9] Esveld C., Modern Railway Track, MRT-Productions, Duisburg 1989.
  • [10] Zboiński K., Railway vehicle-track model in its general conception, w pracy pod red. J.Kisilowski i K. Knothe, Advanced railway vehicle system dynamics, str. 29-56, WNT, Warszawa 1991.
  • [11] Zboiński K., Numerical Studies on Railway Vehicle Response to Transition Curves with Regard to Their Different Shape, Archives of Civil Engineering, vol. XLIV, issue 2, str. 151-181, 1998.
  • [12] Grabowski R. J., Smooth Curvilinear Transitions in Roads and Tracks (in Polish), Sci. Bulletins of Univ. of Mining and Metallurgy -Geodesy, 82, 1984.
  • [13] Koc W., Transition Curves with Nonlinear Superelevation Ramps in Exploitation Conditions of PKP, Sci. Bulletins of Gdańsk Univ. of Techn.-Civil Eng., 47, 1990.
  • [14] Koc W., Mieloszyk E., The Comparing Analysis of Some Transition Curves Using the Dynamic Model, Arch. of Civil Eng., 33, 2, 1987.
  • [15] Varga J. i inni., Analysis of Admissible Influence on Railway Vehicle Moving Along Transition Curves with Linear (Clothoid) and Cosine Curve Geometry and Along Turnouts with Great Radii (in Hungarian), The Sci. Works of Railway Institute, Budapest 1980.
  • [16] Zboiński K., Metodyka modelowania dynamiki pojazdów szynowych z uwzględnieniem zadanego ruchu unoszenia i jej zastosowania, „Prace Naukowe Transport", z. 43, Oficyna Wydawnicza PW, Warszawa 2000.
  • [17] Choromański W., Zboiński K., The software package ULYSSES for automatical generation of equations and simulation of railway vehicle motion, Proceedings of Scientific Conference on Transport Systems Engineering, sec. 4, str. 47-52, Politechnika Warszawska i Komitet Transportu PAN, Warszawa 1995.
  • [18] Zboiński K., Importance of imaginary forces and kinematic type nonlinearities for description of railway vehicle dynamics, Proceedings of the Institution of Mechanical Engineers, part F, „Journal of Rail and Rapid Transit", vol. 213, F4, str. 199-210, 1999.
  • [19] Zboiński K., Relative kinematics exploited in Kane's approach to describe multibody systems in relative motion, Acta Mechanica, vol. 147, no. 1-4, pp. 19-34, 2001.
  • [20] Zboiński K., Numerical and traditional modelling of dynamics of multi-body system in type of a railway vehicle, Archives of Transport, 16(3), str. 81-106, Warsaw 2004.
  • [21] Droździel J., Sowiński B., Railway car dynamic response to track transition curve and single standard turnout, In: Computers in Railways X, Eds: J. Allan et.al., 849-858, WIT Press 2006.
  • [22] Tanaka Y., On the Transition Curve Considering Effect of Variation of the Train Speed, ZAMM — „J. of Aapplied Mathematics and Mechanics", 15(5), 266-267, 2006.
  • [23] Ahmad A., Gobithasan R., Ali J. Md.: G2 Transition Curve Using Quadratic Bezier Curve. Proc. of the Computer Graphics, Imaging and Visualisation Conference, 223-228, IEEE Computer Society, 2007.
  • [24] Lipicnik M., New form of road/railway transition curve, „J. of Transp. Engineering", 124(6), 546-556, 1998.
  • [25] Koc W., Mieloszyk E., Mathematical modelling of railway track geometrical layouts, Archives of Civil Engineering, vol. XLIV, issue 2, str. 183-198, 1998.
  • [26] Pombo J., Ambrosio J., General Spatial Curve Joint for Rail Guided Vehicles:Kinematics and Dynamics, „Multibody System Dynamics" 9(3), 237-264, 2003.
  • [27] Habib Z., Sakai M., G2 Planar Cubic Transition Between Two Circles, „Journal of Computational Mathematics", 80(8), str. 957-965, 2003.
  • [28] Li Z., Ma L., Zhao M., Mao Z., Improvement Construction for Planar G2Transition Curve Between Two Separated Circles, in V. N. Alexandrov et al. (Eds.), ICCS 2006, Part II, LNCS 3992, pp. 358-361, 2006.
  • [29] CEN Railway applications — Ride comfort for passengers — Measurement and evaluation. ENV 12299, 1999. Brussels.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BGPK-2617-0140
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