References
- [1] González, A. “Vehicle-bridge dynamic interaction using finite element modelling, In: Moratal D.(ed.). Finite Element Analysis”, InTech, Sciyo, Croatia, pp. 637 – 662, 2010. DOI: 10.5772/10235
- [2] Willis, R. “Appendix Report of the Commissioners Appointed to Inquire into the Application of Iron to Railway Structures”, William Clowes, HM Stationary Office, London, 1849.
- [3] Stokes, G. G. “Discussion of a differential equation relating to the breaking of railway bridges”, Transactions Cambridge Philosophic Society, Part 5, pp. 707 – 735, 1849.
- [4] Frýba, L. “Vibration of Solids and Structures under Moving Loads”, Noordhoff International Publishing, Groningen, The Netherlands, 1972. ISBN 9001324202.
- [5] Veletsos, A. S., Huang, T. “Analysis of dynamic response of highway bridges”, Journal of the Engineering Mechanics Division 96 (5), pp. 593 – 620, 1970. ISSN 0733-9402, DOI: 10.1061/JMCEA3.0001277
- [6] Green, M. F., Cebon, D., Cole, D. J. “Effects of vehicle suspension design on dynamics of highway bridges”, Journal of Structural Engineering 121 (2), pp. 272 – 282, 1995. ISSN 0733-9445, DOI: 10.1061/(ASCE)0733-9445(1995)121:2(272)
- [7] Hwang, E.-S., Nowak, A.-S. “Simulation of dynamic load for bridges”, Journal of Structural Engineering 117 (5), pp. 1413 – 1434, 1991. ISSN 0733-9445, DOI: 10.1061/(ASCE)0733-9445(1991)117:5(1413)
- [8] Zhang, N., Xia, H. “Dynamic analysis of coupled vehicle-bridge system based on inter-system iteration method”, Computers & Structures 114, pp. 26 – 34, 2013. DOI: 10.1016/J.COMPSTRUC.2012.10.007
- [9] Olsson, M. “Finite element, modal co-ordinate analysis of structures subjected to moving loads”, Journal of Sound and Vibration 99 (1), pp. 1 - 12, 1985. ISSN 0022-460X, DOI: 10.1016/0022-460X(85)90440-7
- [10] Yang, Y. B., Lin, B. H. “Vehicle-bridge interaction analysis by dynamic condensation method”, Journal of Structural Engineering 121 (11), pp. 1636 – 1643, 1995. ISSN 0733-9445, DOI: 10.1061/(ASCE)0733-9445(1995)121:11(1636)
- [11] Yang, Y. B., Yau, J. D. “Vehicle-bridge interaction element for dynamic analysis”, Journal of Structural Engineering 123 (11), pp. 1512 – 1518, 1997. ISSN 0733-9445, DOI: 10.1061/(ASCE)0733-9445(1997)123:11(1512)
- [12] Cai, C.S., Shi, X. M., Araujo, M., Chen, S. R. “Effect of approach span condition on vehicle-induced dynamic response of slab-on-girder road bridges”, Engineering Structures 29 (12), pp. 3210 – 3226, 2007. ISSN 0141-0296, DOI: 10.1016/j.engstruct.2007.10.004
- [13] Deng, L., Cai, C. S. “Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges”, Engineering Structures 32 (1), pp. 21 – 31, 2010. ISSN 0141-0296, DOI: 10.1016/j.engstruct.2009.08.013
- [14] Yang, Y. B., Wu, Y.S. “A versatile element for analyzing vehicle-bridge interaction response”, Engineering Structures 23 (5), pp. 452 – 469, 2001. DOI: 10.1016/S0141-0296(00)00065-1
- [15] Law, S. S., Zhu, X. Q. “Dynamic responses due to road surface roughness and braking of vehicle”, Journal of Sound and Vibration 282 (3 – 5), pp. 805 – 830, 2005. DOI: 10.1016/j.jsv.2004.03.032
- [16] Azimi, H., Galal, K. Pekau, O. A. “A numerical element for vehicle-bridge interaction analysis of vehicles experiencing sudden deceleration”, Engineering Structures 49, pp. 792 – 805, 2013. DOI: 10.1016/j.engstruct.2012.12.031
- [17] Cantero, D., Obrien, E.J. “The Non-Stationarity of Apparent Bridge Natural Frequencies During Vehicle Crossing Events”, FME Transactions 41 (4), pp. 279 – 284, 2013.
- [18] Lamperová, K., Sokol, M., Timková, B. “Identification of Bearings State on the Bridge Checked by Dynamic Tests”, Strojnícky časopis – Journal of Mechanical Engineering 70 (2), pp. 67 – 76, 2020. DOI: 10.2478/scjme-2020-0021
- [19] Sokol, M., Márföldi, M., Venglár, M., Lamperová, K. “Evaluation of Performance Indicator of Railway Bridges Using Updated Finite Element Model”, Strojnícky časopis – Journal of Mechanical Engineering 69 (2), pp. 89 – 96, 2019. DOI: 10.2478/scjme-2019-0019
- [20] Martin, T. M., Barton, F. W., McKeel, W. T., Gomez, J. P., Massarelli, P. J. “Effect of design parameters on the dynamic response of bridges”, No. FHWA/VTRC 00-R23, Virginia Transportation Research Council, 2000.
- [21] Humar, J. L., Kashif, A. H. “Dynamic Response Analysis of Slab-Type Bridges”, Journal of Structural Engineering 121 (1), pp. 48 – 61, 1995. DOI: 10.1061/(ASCE)0733-9445(1995)121:1(48)
- [22] Bauchau, O. A., Craig, J. I. “Euler-Bernoulli beam theory”, In Structural analysis, pp. 173 – 221. Springer, Dordrecht, 2009.
- [23] Égert J., Pere B. “Finite Element Analysis” (in Hungarian), Széchenyi István University, Győr, Hungary, 2011.
- [24] Segerlind, L. J. “Applied Finite Element Analysis”, Wiley, John, and Sons, Incorporated, New York, N.Y., USA, 1976.
- [25] Bathe, K.-J. “Finite element procedures”, Klaus-Jurgen Bathe, Watertown, Massachusetts USA, 2016.