[1] Whitham, G. B. Linear and Nonlinear Waves, John Wiley and Sons, New York (1974)
[2] Kerner, B. S., Klenov, S. L., and Konhäuser, P. Asymptotic theory of traffic jams. Physical Review E, 56, 4199-4216(1997)
[3] Payne, H. J. Models of freeway traffic and control. Mathematical Models of Public Systems, 28, 51-61(1971)
[4] Kühne, R. D. Macroscopic freeway model for dense traffic-stop-start waves and incident detection. Proceedings of the 9th International Symposium on Transportation and Traffic Theory (eds. Volmuller, J. and Hamerslag, R.), VNU Science Press, Utrecht, 21-42(1984)
[5] Kerner, B. S. and Konhäuser, P. Structure and parameters of clusters in traffic flow. Physical Review E, 50, 54-83(1994)
[6] Aw, A. and Rascle, M. Resurrection of "second order" models of traffic flow. SIAM Journal on Applied Mathematics, 60, 916-938(2000)
[7] Rascle, M. An improved macroscopic model of traffic flow:derivation and links with the LighthillWhitham model. Mathematical and Computer Modelling, 35, 581-590(2002)
[8] Jiang, R., Wu, Q. S., and Zhu, Z. J. A new continuum model for traffic flow and numerical tests. Transportation Research Part B, 36, 405-419(2002)
[9] Xue, Y. and Dai, S. Q. Continuum traffic model with the consideration of two delay time scales. Physical Review E, 68, 066123(2003)
[10] Zhang, H. M. A non-equilibrium traffic model devoid of gas-like behavior. Transportation Research Part B, 36, 275-290(2002)
[11] Jin, W. L. and Zhang, H. M. The formation and structure of vehicle clusters in the Payne-Whitham traffic flow model. Transportation Research Part B, 37, 207-223(2003)
[12] Zhang, P., Wong, S. C., and Dai, S. Q. Characteristic parameters of a wide cluster in a higher-order traffic flow model. Chinese Physics Letters, 232, 516-519(2006)
[13] Zhang, P. and Wong, S. C. Essence of conservation forms in the traveling wave solutions of higherorder traffic flow models. Physical Review E, 74, 026109(2006)
[14] Xu, R. Y., Zhang, P., Dai, S. Q., and Wong, S. C. Admissibility of a wide cluster solution in "anisotropic" higher-order traffic flow models. SIAM Journal on Applied Mathematics, 68, 562-573(2007)
[15] Wu, C. X., Zhang, P., Dai, S. Q., and Wong, S. C. Asymptotic solution of a wide cluster in Kühne's higher-order traffic flow model. Proceedings of the 5th International Conference on Nonlinear Mechanics (ed. Chien, W. Z.), Shanghai University Press, Shanghai, 1132-1136(2007)
[16] Zhang, P., Wu, C. X., and Wong, S. C. A semi-discrete model and its approach to a solution for a wide moving jam in traffic flow. Physica A, 391, 456-463(2012)
[17] Wu, C. X. Traveling wave solution of higher-order traffic flow model with discontinuous fundamental diagram. International Journal of Modern Physics B, 29, 1550137(2015)
[18] Bogdanova, A., Smirnova, M. N., Zhu, Z., and Smirnov, N. N. Exploring peculiarities of traffic flows with a viscoelastic model. Transportmetrica A:Transport Science, 11, 1-26(2015)
[19] Zheng, L., Jin, P. J., and Huang, H. An anisotropic continuum model considering bi-directional information impact. Transportation Research Part B, 75, 36-57(2015)
[20] Ngoduy, D. and Jia, D. Multi anticipative bidirectional macroscopic traffic model considering cooperative driving strategy. Transportmetrica B:Transport Dynamics, 5, 100-114(2017)
[21] Tian, J., Jiang, R., Jia, B., Gao, Z., and Ma, S. Empirical analysis and simulation of the concave growth pattern of traffic oscillations. Transportation Research Part B, 93, 338-354(2016)
[22] Suh, J. and Yeo, H. An empirical study on the traffic state evolution and stop-and-go traffic development on freeways. Transportmetrica A:Transport Science, 12, 80-97(2016)
[23] Wu, C. X. and Zhang, P. Solitary wave solution to a class of higher-order viscous traffic flow model. International Journal of Modern Physics B, 31, 1750099(2017)
[24] O'Malley, R. E., Jr. Introduction to Singular Perturbations, Academic Press, New York (1974)
[25] Shu, C. W. Essentially non-oscillatory and weighted essentially non-oscillatory schemes for hyperbolic conservation laws. Lecture Notes in Mathematics (ed. Quarteroni, A.), Springer, New York, 325-432(1998) |