2[2]Carey M, McCartney M. Behaviour of a whole-link travel-time model used in dynamic traffic assignment [J].Trans on Research- B, 2002, 36(1): 83-95.
3[3]Daganzo C F. Properties of link travel times under dynamic load[J]. Trans on Research - B, 1995, 29(2):95-98.
4[4]Friesz T L, Bernstein D, Smith T E, et al. A variational inequality formulation of the dynamic network user equilibrium problem [J]. Operations Research, 1993, 41(2): 179-191.
5[5]Papageogiou M, Blosseville J M, Hadj-Salem H.Macroscopic modeling of traffic flow on the Boulevard Peripherique in Paris[J]. Trans on Research - B, 1989,23(1): 29-47.
6[6]Ran B, Boyce D E, LeBlanc L J. A new class of instantaneous dynamic user-optimal traffic assignment models[J]. Operations Research,1993, 41(1): 192-202.
7[7]Ran B, Boyce D E. A link-based variational inequality formulation of ideal dynamic optimal route choice problem[J]. Trans on Research - C, 1996, 4(3): 1-12.
8[8]Richards P I. Shock waves on the highway [J].Operations Research, 1956, 4 (3) : 42- 51.
9[9]Wu J H, Chen Y, Florian M. The continuous dynamic network-loading problem: A mathematical formulation and solution method [A]. Presented at the 3rd Euro Working Group Meeting on Urban Traffic and Transportation[C]. Barcelona, 1995. 27-29.
10Daganzo,C F.Properties of Link Travel Times under Dynamic Load[J].Transportation Research,1995,29B (2):95-98.
