[1] Zheng Z., Ahn S., Chen D. & Laval J. 2011 Applications of wavelet transform for analysis of freeway traffic: bottlenecks, transient traffic, and traffic oscillations. Transportation Research Part B, 45 (2), 372–384.
[2] Zheng Z., Ahn S., Chen D. & Laval J. A. 2011b Freeway traffic oscillations: microscopic analysis of formations and propagations using wavelet transform. The 19th International Symposium on Transportation and Traffic flow Theory, 55 (8), 717–731.
[3] Bilbao-Ubillos J. 2008 The costs of urban congestion: estimation of welfare losses arising from congestion on cross-town link roads. Transportation Research Part A, 42 (8), 1098–11082.
[4] Ahn S. & Cassidy M. 2006 Freeway traffic oscillations and vehicle lane-change manoeuvres. In: Heydecker. 17th International Symposium on Transportation and Traffic Theory, 48 (6), 241–254.
[5] Laval J. A. & Daganzo C. F. 2006 Lane-changing in traffic streams. Transportation Research Part B, 40 (3), 251–264.
[6] Koshi M., Kuwahara M. & Akahane H. 1992 Capacity of sags and tunnels in japanese motorways. ITE Journal, 45 (7), 17–22.
[7] Laval J. A. 2006 Stochastic processes of moving bottlenecks: Approximate formulas for highway capacity. Transportation Research Record 1988, 22 (2), 86–91.
[8] Newell G. F. 1962 Theories of instability in dense highway traffic. Journal of the Operations Research Society of Japan 5, 25(5), 39–54.
[9] Mauch M. & Cassidy M. 2002 Freeway Traffic Oscillations: Observation and Predictions. The 15th International Symposium on Transportation and Traffic flow Theory, 35(4), 38–48.
[10] Ahn S. & Cassidy. M. 2007 Freeway Traffic Oscillations and Vehicle Lane-Changing Maneuvers. The 17th International Symposium on Transportation and Traffic Theory, 38(8), 691-710.
[11] Newell G. F. 1965 Instability in dense highway traffic, a Review, Proceedings of the Second International Symposium on Transportation and Traffic Theory, London, 21(5), 73-83.
[12] Newell G. F. 2002 A Simplified car-following theory: a lower order model, Transportation Research Part B, 36 (4), 196-205.
[13] Del Castillo J. M. 2001 Propagation of perturbations in dense traffic flow: a model and its implications. Transportation Research Part B, 35 (7), 367-389.
[14] Kim T. & Zhang H.M. 2004 Gap time and stochastic wave propagation. IEEE Intelligent Transportation Systems Conference, 36(8), 88-93.
[15] Yeo H. & Skabardonis A. 2009 Understanding stop-and-go traffic in view of asymmetric traffic theory, Transportation and Traffic theory, 28(7), 99-115.
[16] Laval J. A. & Leclercq L. 2010 A Mechanism to describe the formation and propagation of stop-and-go waves in congested freeway traffic. Philosophical Transactions of The Royal Society A, 36 (19), 4519-4541.
[17] Laval A. J. 2010 Hysteresis in Traffic Flow revisited: An improved measurement method, Transportation Research, Part B, 45 (2), 385–391.
[18] Forbes T., Zagorski, Holshouser E. & Deterline W.A. 1958 Measurement of driver reactions to tunnel conditions. Proceedings of Highway Research Board, 37 (7), 345-357.
[19] Edie L. & Baverez E. 1967 Generation and propagation of stop-start traffic waves, Proceedings of Third International Symposium on the Theory of Traffic Flow, 48 (11) , 26-37.
[20] Herman R. & Potts R. 1961 Single-lane traffic theory and experiment. Proceedings of Symposium on the Theory of Traffic Flow (R. Herman Ed.). Elsevier publishing Co. Amsterdam, 39 (13), 120-146.
[21] Treiterer J, & Myer J. 1974 The hysteresis phenomenon in traffic flow. Proceedings of the Sixth Symposium on Transportation and Traffic Flow Theory. D. J. Buckley (Ed.), 19 (14), 213-219.
[22] Zhang H. M. 1999 A mathematical theory of traffic hysteresis. Transportation Research Part B, 33 (17), 11-23.
[23] Zhang, H. M. & Kim T. 2005 A car-following theory for multiphase vehicular traffic flow. Transportation Research Part B, 39 (9), 385-399.
[24] Laval A. J. 2010 Hysteresis in the fundamental diagram: impact of measurement methods, 89th Annual Meeting of the Transportation Research Board, Washington, D.C., 28 (18), 18-33.
[25] Ahn S., Vadlamani S. & Laval J.A. 2012 A method to account for non-steady conditions in measuring traffic hysteresis. Transportation Research Part C, 34 (28) , 138-147.
[26] Chen D., Laval J. A., Zheng Z. & Ahn S. 2012 Traffic Oscillations: A Behavioral Car-Following Model. Transportation Research Part B, 46 (6), 744-761.
[27] Chen D., Laval J. A., Ahn S. & Zheng Z. 2012 Microscopic Traffic Hysteresis in Traffic Oscillations: A Behavioral Pespective. Transportation Research Part B, 46 (10) , 1378-1388.
[29] Orfanou F., Vlahogianni E. & Karlaftis M. 20121 Identifying Features of Traffic Hystersis on Freeways. Transportation Research Part 91th, 42 (12), 1571-1587.
[30] Karlaftis M. G. & Vlahogianni E. I. 2011 Statistics versus Neural Networks in Transportation Research: Differences, Similarities and Some Insights. Submitted to Transportation Research Part C: Emerging Technologies. 19 (3), 387-399.
[31] Principe C. J., Euliano R. N. & Lefebvre W. C. 1999 Neural and Adaptive Systems – Fundamentals Through Simulations. John Wiley & Sons, 18 (5), 47-62.
[33] Savitzky A. & Golay M. J. E. 1964 Smoothing and differentiation of data by simplified least squares procedures, 36 (8), 1627–1639.