Issue 30

A. De Iorio et alii, Frattura ed Integrità Strutturale, 30 (2014) 478-485; DOI: 10.3221/IGF-ESIS.30.58 485 [8] Analyses of track shift under high speed vehicle-track interaction, US Department of Transportation, DOT/FRA/ORD-97/02, DOT VNTSC-FRA-97-3 (1997). [9] Lim, N. H., Sung, I. H., Thermal buckling behavior of continuous welded rail track, Steel Structures, 4 (2004) 111- 119. [10] Poonia, R.S., Understanding Long Welded Rail, Permanent Rail Bulletin, Indian railways, 34 (1) (2007). [11] Van, M.L., Buckling Analysis of Continuous Welded Rail Track, Heron [0046-7316], 41 (1996) 3. [12] Sussmann, T., Kish, A., Investigation on the influence of track maintenance on the lateral resistance of concrete tie track, TRB Annual Meeting, (2004). [13] A new set of computer models for analyzing, CWR, Coenraad Esveld, Esveld Consulting Services. [14] Esveld, C., A better understanding of continuous welded rail track, Rail Engineering International Edition, 4 (1996). [15] Lim, N. Y., Parametric study on stability of continuous welded rail track-ballast resistance and track irregularity, Steel Structures, 8 (2008) 171-181. [16] Kish, A., Sussmann, T., Trosino, M., Effects of maintenance operations on track buckling potential, In: Proceedings of International Heavy Haul Association, (2003). [17] Technical Specification, RFI, Rome, (2008).