[1] 钟石泉,马寿峰,贺国光.交通诱导系统路网状态描述 方法及仿真研究[J],系统工程学报,2009,24(1):23-31. [ZHONG S Q, MA S F, HE G G. Description and simula? tion of dynamic route guidance system road network[J]. Journal of Systems Engineering,2009,24(1):23-31.]
[2] 高利平,刘明君,孙壮志,等. 区域交通流信息诱导效果的仿真研究[J]. 交通运输系统工程与信息,2008,8(4):63-69. [GAO L P, LIU M J, SUN Z Z, et al. Simulation on impact of information guidance on regional fraffic flow[J]. Journal of Transportation Systems Engineering and Information Technology,2008,8(4):63-69.]
[3] 贺国光,马寿峰,交通诱导系统智能化方案及其仿真研究[J].系统工程学报,2002, 17(4): 10-15. [HE G G,MA S F. Design of intelligent route guidance system and it's simulation[J], Journal of Systems Engineering, 2002,
17(4) :10-15.]
[4] Daganzo C F, Geroliminis N. An analytical approximation for the macroscopic fundamental diagram of urban traffic[J]. Transportation Research Part B: Methodological,2008,42(9):771-781.
[5] Helbing D. Derivation of a fundamental diagram for urban traffic flow[J]. The European Physical Journal B,2009,70(2):229-241.
[6] Daganzo C F. A variational formulation of kinematic waves: Basic theory and complex boundary conditions[J]. Transportation Research Part B: Methodological,2005,39(2):187-196.
[7] Daganzo C F. A variational formulation of kinematic waves: Solution methods[J]. Transportation Research Part B: Methodological,2005,39(10):934-950.
[8] Geroliminis N, Daganzo C F. Existence of urban- scale macroscopic fundamental diagrams: Some experimental findings[J]. Transportation Research Part B: Methodological,2008,42(9):759-770.
[9] Buisson C, Ladier C. Exploring the impact of homogeneity of traffic measurements on the existence of macroscopic fundamental diagrams[J]. Journal of the Transportation Research Board,2009,127-136.
[10] Geroliminis N, Sun J. Properties of a well-defined macroscopic fundamental diagram for urban traffic[J]. Transportation Research Part B: Methodological,2011, 45(3):605-617.
[11] Geroliminis N, Sun J. Hysteresis phenomena of a macroscopic fundamental diagram in freeway networks[J], Procedia - Social and Behavioral Sciences,2011, 17: 213-228.
[12] Daganzo C F. On the macroscopic stability of freeway traffic[J]. Transportation Research Part B: Methodological,2011,45(5):782-788.
[13] Daganzo C F, Gayah V. Macroscopic relations of urban traffic variables: Bifurcations, multivaluedness and instability[J]. Transportation Research Part B: Methodological,2011,45(1):278-288.
[14] Gayah V V, Daganzo C F. Clockwise hysteresis loops in the macroscopic fundamental diagram: An effect of network instability[J]. Transportation Research Part B: Methodological,2011,45(4):643-655.
[15] Mazloumian A, Geroliminis N, Helbing D. The spatial variability of vehicle densities as determinant of urban network capacity[J]. Philosophical Transactions - Series A, Mathematical, Physical, and Engineering Sciences,2010,368(1928):4627-4647.
[16] Knoop V L, Hoogendoorn S. 2011Two-variable macroscopic fundamental diagrams for traffic networks[C]//Traffic and Granular Flow,2011, Moscow.
[17] Ji Y B, Daamen W. Hoogendoorn S, et al. Macroscopic fundamental diagram: investigating its shape using simulation data[C]// 89th Annual Meeting of Transportation Research Board,2010:1-12.
[18] Daganzo C F. Urban gridlock: Macroscopic modeling and mitigation approaches[J]. Transportation Research Part B: Methodological,2007,41(1):49-62.
[19] Gonzales E J, Geroliminis N, Cassidy M J, et al. On the allocation of city space to multiple transport modes[J].Transportation Planning and Technology,2010, 33(8):643-656.
[20] 姬杨蓓蓓, Daame W. 阿姆斯特丹城市道路线圈检测器布设方法研究[J], 重庆交通大学学报(自然科学版), 2010, 29(5): 754-757.[JI Y B, Daame W. Loop detector location research on urban road in Amsterdam[J].Journal of Chongqing Jiaotong University (Natural Science) ,2010,29(5) :754-757.]
[21] Guan, W, He S. Statistical features and phase identification of traffic flow on urban freeway[J]. Journal of Transportation Systems Engineering and Information Technology,2007,7:42–50.
[22] Guan W, He S. Statistical features of traffic flow on urban freeways[J]. Physica A: Statistical Mechanics and Its Applications,2008,387,944–954. |