[1. Willis, R. (1849) Appendix, Report of the Commissioners Appointed to Inquire into the Application of Iron to Railway Structures. Stationary Office, London.]Search in Google Scholar
[2. Stokes, G.G. (1849) Discussion of a Differential Equation Relating to the Breaking of Railway Bridges. Transactions Cambridge Philosophic Society, 8, p. 707.]Search in Google Scholar
[3. Frýba, L. (1972) Vibration of Solids and Structures under Moving Loads. ACADEMIA, Praha, Noordhoff International Publishing, Groningen.10.1007/978-94-011-9685-7]Search in Google Scholar
[4. Cebon, D. (1999) Handbook of Vehicle - Road Interaction. Swets&Zeitlinger Publishers, Lisse, Netherlands.]Search in Google Scholar
[5. Kulakowski, B. T., Gardner, J. F., Lowen, S. J. (2009) Dynamic Modelling and Control of Engineering Systems. The 3rd edition, Cambridge University Press, New York.]Search in Google Scholar
[6. Martinček, G. (1994) Dynamics of Pavement Structures. E & FN Spon and Ister Science Press, London/Bratislava.]Search in Google Scholar
[7. Blab, R. (2004) Designing Concrete Pavements for High Traffic Loads: The A23 Urban Motorway in Vienna. In: Betontag 2004, Austria Center Vienna, Marth 18-19,2004, pp. 32-38.]Search in Google Scholar
[8. Novotny, B., Hanuska, A. (1983) Theory of layered half-space (in Slovak), VEDA, SAV, Bratislava.]Search in Google Scholar
[9. ISO 8608 (1995) Mechanical vibration - road surface profiles - reporting of measured data. International standard.]Search in Google Scholar
[10. Melcer, J. and Lajčáková, G. (2012) Numerical simulation of vehicle motion along road structure. Roczniki inzynierii budowlanej, zeszyt 12/2012, p.37-42, ISSN 1505-8425.]Search in Google Scholar