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Bulletin of the Polish Academy of Sciences Technical Sciences

The Journal of Polish Academy of Sciences

6 Issues per year


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2300-1917
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Volume 62, Issue 1 (Mar 2014)

Issues

Vertical vibrations of composite bridge/track structure/high-speed train systems. Part 2: Physical and mathematical modelling

M. Podworna
  • Institute of Civil Engineering, Wroclaw University of Technology, 27 Wyspianskiego St., 50-370 Wroclaw, Poland
  • Other articles by this author:
  • De Gruyter OnlineGoogle Scholar
/ M. Klasztorny
  • Corresponding author
  • Department of Mechanics and Applied Computer Science, Military University of Technology, 2 Kaliskiego St., 00-908 Warsaw, Poland
  • Email
  • Other articles by this author:
  • De Gruyter OnlineGoogle Scholar
Published Online: 2014-03-25 | DOI: https://doi.org/10.2478/bpasts-2014-0019

References

  • [1] A. Wiriyachai, K.H. Chu, and V.K. Gang, “Bridge impact due to wheel and track irregularities”, ASCE J. Engng. Mech. Div. 108 (4), 648-666, 1982.Google Scholar

  • [2] X. Lei and N.-A. Noda, “Analyses of dynamic response of vehicle and track coupling system with random irregularity of track vertical profile”, J. Sound Vib. 258 (1), 147-165, 2002.Google Scholar

  • [3] F.T.K. Au, J.J. Wang, and Y.K. Cheung, “Impact study of cable stayed railway bridges with random rail irregularities”, Engineering Structures 24, 529-541 (2002).Google Scholar

  • [4] M. Majka and M. Hartnett, “Dynamic response of bridges to moving trains: A study on effects of random track irregularities and bridge skewness”, Comput. Struct. 87, 1233-1253 (2009).Web of ScienceGoogle Scholar

  • [5] M. Podworna and M. Klasztorny, “Vertical vibrations of composite bridge / track structure / high-speed train system. Part 1: Series-of-types of steel-concrete bridges”, Bull. Pol. Ac.: Tech. 62 (1), 165-179 (2014).Google Scholar

  • [6] M. Klasztorny, Vibrations of Railway Single-track Bridges Induced by Trains Moving at High-speeds, WPWr Press, Wroclaw, 1987, (in Polish).Google Scholar

  • [7] M. Klasztorny, Dynamics of Beam Bridges under High-speed Trains, WNT Press, Warsaw, 2005, (in Polish).Google Scholar

  • [8] L. Fryba, “A rough assessment of railway bridges for high speed trains”, Engineering Structures 23, 548-556 (2001).Google Scholar

  • [9] Y.S. Cheng, F.T.K. Au, and Y.K. Cheung, “Vibration of railway bridges under a moving train by using bridge-track-vehicle element”, Engineering Structures 23 (12), 1597-1606 (2001).CrossrefGoogle Scholar

  • [10] F.T.K. Au, J.J. Wang, and Y.K. Cheung, “Impact study of cable-stayed bridge under railway traffic using various models”, J. Sound Vib. 240 (3), 447-465 (2001).Google Scholar

  • [11] Q.-L. Zhang, A. Vrouwenvelder, and J. Wardenier, “Numerical simulation of train - bridge interactive dynamics”, Comput. Struct. 79, 1059-1075 (2001).Google Scholar

  • [12] M.-K. Song and C.-K. Choi, “Analysis of high-speed vehiclebridge interactions by a simplified 3-D model”, Structural Engineering and Mechanics 13 (5), 505-532 (2002).Google Scholar

  • [13] M. Podworna, “Vertical vibrations of steel beam bridges induced by trains moving at high speeds. Part 1 - theory”, Archives of Civil Engineering 51 (2), 179-209 (2005).Google Scholar

  • [14] M. Podworna, “Vertical vibrations of steel beam bridges induced by trains moving at high speeds. Part 2 - numerical analysis”, Archives of Civil Engineering 51 (2), 211-231 (2005).Google Scholar

  • [15] F. Lu, J.H. Lin, D. Kennedy, and F.W.Williams, “An algorithm to study non-stationary random vibrations of vehicle - bridge system”, Comput. Struct. 87, 177-185 (2009).Web of ScienceGoogle Scholar

  • [16] J. Langer, Dynamics of Structures, Wroclaw Univ. Technol. Press, Wroclaw, 1980, (in Polish).Google Scholar

  • [17] M. Podworna and M. Klasztorny, “Vertical vibrations of composite bridge / track structure / high-speed train system. Part 3: Deterministic and random vibrations of exemplary system”, Bull. Pol. Ac.: Tech. 62 (2), (2014), (to be published).Google Scholar

  • [18] L. Fryba, Dynamics of Railway Bridges, Academia, Praha, 1996.Google Scholar

  • [19] N.M. Newmark, “A method of computation for structural dynamics”, ASCE J. Eng. Mech. Div. 85 (3), 67-94 (1959).Google Scholar

About the article

Published Online: 2014-03-25

Published in Print: 2014-03-01


Citation Information: Bulletin of the Polish Academy of Sciences: Technical Sciences, ISSN (Print) 0239-7528, DOI: https://doi.org/10.2478/bpasts-2014-0019.

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