中图分类号：
U491.25
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参考文献
[1] HCM 2010. Highway Capacity Manual[M]. Washington DC:Transportation Research Board, 2010.
[2] MEHAR A, CHANDRA S, VELMURUGAN S. Passenger Car Units at Different Levels of Service for Capacity Analysis of Multilane Interurban Highways in India[J]. Journal of Transportation Engineering, 2014, 140(1):81-88.
[3] GEROLIMINIS N, ZHENG N, AMPOUNTOLAS K. A Three-dimensional Macroscopic Fundamental Diagram for Mixed Bi-modal Urban Networks[J]. Transportation Research Part C, 2014, 42(42):168-181.
[4] SHALINI K, KUMAR B. Estimation of the Passenger Car Equivalent:A Review[J]. International Journal of Emerging Technology and Advanced Engineering, 2014, 4(6):97-102.
[5] CRAUS J, POLUS A, GRINBERG I. A Revised Method for the Determination of Passenger Car Equivalencies[J]. Transportation Research Part A, 1980, 14(4):241-246.
[6] AERDE M V, YAGAR S. Capacity, Speed and Platooning Vehicle Equivalents for Two-lane Rural Highways[R]. Washington DC:Transportation Research Board, 1984.
[7] AL-KAISY A F, HALL F L, REISMAN E S. Developing Passenger Car Equivalents for Heavy Vehicles on Freeways During Queue Discharge Flow[J]. Transportation Research Part A, 2002, 36(8):725-742.
[8] KELLER E L, SAKLAS J G. Passenger Car Equivalents From Network Simulation[J]. Journal of Transportation Engineering, 1984, 110(4):397-411.
[9] RAKHA H, INGLE A, HANCOCK K, et al. Estimating Truck Equivalencies for Freeway Sections[J]. Transportation Research Record, 2007(2027):73-84.
[10] 刘培文.考虑车道间作用的车辆换算系数研究[J].中外公路,2009,29(5):276-279. LIU Pei-wen. Study on the Vehicle Conversion Factor Considering the Effect of Lane[J]. Journal of China and Foreign Highway, 2009, 29(5):276-279.
[11] 张君纬,戴为民.基于汽车道路作用空间与公路车辆当量换算系数的研究[J].公路交通科技,2007,24(6):126-130. ZHANG Jun-wei, DAI Wei-min. Study on Vehicle Equivalent Coefficients Based on Its Road Action Space[J]. Journal of Highway and Transportation Research and Development, 2007, 24(6):126-130.
[12] DAGANZO C F, GEROLIMINIS N. An Analytical Approximation for the Macroscopic Fundamental Diagram of Urban Traffic[J]. Transportation Research Part B, 2008, 42(9):771-781.
[13] GEROLIMINIS N, DAGANZO C F. Macroscopic Modeling of Traffic in Cities[C]//TRB. Proceedings of the Transportation Research Board 86th Annual Meeting. Washington DC:TRB, 2007:1-20.
[14] GEROLIMINIS N, SUN J. Properties of a Well-defined Macroscopic Fundamental Diagram for Urban Traffic[J]. Transportation Research Part B, 2011, 45(3):605-617.
[15] CASSIDY M J, JANG K, DAGANZO C F. Macroscopic Fundamental Diagrams for Freeway Networks, Theory and Observation[J]. Transportation Research Record, 2011(2260):8-15.
[16] 许菲菲,何兆成,沙志仁. 交通管理措施对路网宏观基本图的影响分析[J]. 交通运输系统工程与信息,2013,13(2):185-190. XU Fei-fei, HE Zhao-cheng, SHA Zhi-ren. Impacts of Traffic Management Measures on Urban Network Microscopic Fundamental Diagram[J]. Journal of Transportation Systems Engineering and Information Technology, 2013, 13(2):185-190.
[17] GONZALES E J, CHAVIS C, LI Y, et al. Multimodal Transport Modeling for Nairobi, Kenya:Insights and Recommendations with an Evidence-based Model[R].Berkeley:UC Berkeley, 2009.
[18] 杜怡曼,吴建平,贾宇涵,等.基于宏观基本图的区域交通总量动态调控技术[J].交通运输系统工程与信息,2014,14(3):162-167. DU Yi-man, WU Jian-ping, JIA Yu-han, et al. MFD-based Regional Traffic Volume Dynamic Control[J]. Journal of Transportation Systems Engineering and Information Technology, 2014, 14(3):162-167.
[19] BUISSON C, LADIER C. Exploring the Impact of Homogeneity of Traffic Measurements on the Existence of Macroscopic Fundamental Diagrams[J]. Transportation Research Record, 2009(2124):127-136.
[20] HE Z, HE S, GUAN W. A Figure-eight Hysteresis Pattern in Macroscopic Fundamental Diagrams and Its Microscopic Causes[J]. Transportation Letters, 2015, 7(3):133-142.
[21] XIE X, CHIABAUT N, LECLERCQ L. Macroscopic Fundamental Diagram for Urban Streets and Mixed Traffic:Cross-comparison of Estimation Methods[J]. Transportation Research Record, 2013(2390):1-10.
[22] STAMOS I, GRAU J M S, MITSAKIS E, et al. Macroscopic Fundamental Diagrams:Simulation Findings for Thessaloniki's Road Network[J]. International Journal for Traffic and Transport Engineering, 2015, 5(3):225-237.
[23] JI Y B, MO C, MA W, et al. Feedback Gating Control for Network Based on Macroscopic Fundamental Diagram[J]. Mathematical Problems in Engineering, 2016, 2016(1398):1-11.
[24] LIAO Da-bin, MA Wan-jing, LUO Ying-qin, et al. Exploring Effects of Network Spatial Characteristics on Macroscopic Fundamental Diagram[J]. Procedia-Social and Behavioral Sciences, 2013, 96:1538-1546.
[25] GEROLIMINIS N, BOYACL B. The Effect of Variability of Urban Systems Characteristics in the Network Capacity[J]. Transportation Research Part B, 2012, 46(10):1607-1623.
[26] DE JONG D, KNOOP V L, HOOGENDOORN S P. The Effect of Signal Settings on the Macroscopic Fundamental Diagram and Its Applicability in Traffic Signal Driven Perimeter Control Strategies[C]//IEEE. 16th International IEEE Conference on Intelligent Transportation Systems. New York:IEEE, 2013:1010-1015
[27] GAYAH V V, GAO X, NAGLE A S. On the Impacts of Locally Adaptive Signal Control on Urban Network Stability and the Macroscopic Fundamental Diagram[J]. Transportation Research Part B, 2014, 70(1):255-268.
[28] GEROLIMINIS N, DANÉS J, ESTRADA M A. Multimodal Macroscopic Fundamental Diagram for "Car-Bus" Mixed Traffic Signalized Corridors:Application in City of Barcelona, Spain[C]//TRB. Proceedings of the Transportation Research Board 92nd Annual Meeting. Washington DC:TRB, 2013:1-18.
[29] ZHENG N, GEROLIMINIS N. On the Distribution of Urban Road Space for Multimodal Congested Networks[J]. Transportation Research Part B, 2013, 57(4):326-341.
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脚注
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基金
国家自然科学基金项目（51308227）；中央高校基本科研业务费重点项目（201522087）；广东省交通运输厅科技项目（2017-02-024）
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