[1] Yin S, Li Z, Zhang Y, et al. Headway distribution modelingwith regard to traffic status [C]. Proceedings of IEEEIntelligent Vehicles Symposium, Xi’an, China, 2009:1057-1062.[2]苏岳龙, 姚丹亚, 张毅, 等. 基于单双号限行措施的北京市交通需求管理策略分析[J]. 交通信息与安全, 2009, 27(3):29-31.[SU Y L, YAO D Y, ZHANG Y, et al. A special transportation demandmanagement strategy: Oddeven day vehicles prohibition inBeijing [J]. Journal of Transportation Information and SafetyTechnology, 2009, 27(3):29-31.][3]Papageorgiou M, Kotsialos A.Freeway ramp metering: an overview [J]. IEEE Transaction on Intelligent Transportation Systems, 2002,3(4):271-281.[4]Papageorgiou M,Papamichail I.Overview of traffic signal operation policies for ramp metering [J]. Transportation Research Record, 2008, 2047:28-36.[5]Papageorgiou M, HajSalem H, Middelham F.ALINEA local ramp metering: Summary of field results [J]. Transportation Research Record, 1998,1603:90-98.[6]Smaragdis E, Papageorgiou M, Kosmatopoulos E. A flowmaximizing adaptive local ramp metering strategy [J]. Transportation Research Part B,2004,38(3):251-270.[7]Wang W, Papageorgiou M, Gaffney J, et al.Local ramp metering in the presence of randomlocation bottlenecks downstream of a metered onramp [C]. Proceedings of 13th IEEE Intelligent Transportation Systems Conference, Madeira Island, Portugal, 2010:1462-1467.[8]Kotsialos A, Papageorgiou M. Efficiency and equity properties of freeway networkwide ramp metering with AMOC [J]. Transportation Research Part C,2004, 12(6):401-420.[9]Yang X, Nie L.Research on evaluation of expressway ramp isolated metering strategy in Shanghai [C]. Proceeding of the IEEE 6th International Conference on ITS Telecommunications, Chengdu, China, 2006:890-893.[10] Chen X, Wang D, Jin S.Onramp metering on Beijing urban expressway [C].Proceeding of the International Conference on Automation and Logistics, Jinan, China, 2007:504-507.[11]Brewer M, Fitzpatrick K, Stanley J.Driver behavior on speedchange lanes at freeway ramp terminals [C]. Proceeding of the 90th Annual Meeting of Transportation Research Board, Washington, D.C., USA, 2011, CD:11-2101.[12]Alexandra K, Elefteriadou L. Modeling driver behavior at freewayramp merges [C]. Proceeding of the 90th Annual Meeting of Transportation Research Board, Washington, D.C., USA, 2011, CD:11-2564.[13]Xu R, Su Y, Yin S, et al. An analysis on traffic flow characteristics and lane changing behaviors in Beijing urban expresswaybottlenecks [C]. Proceeding of 14th IEEE Intelligent Transportation Systems Conference, Washington, DC, USA, 2011: 822-827.[14]Lu L, Su Y, Yun T, et al. A comparison of phase transitions produced by PARAMICS, TransModeler and VISSIM [J]. IEEE Intelligent Transportation Systems Magazine, 2010,2(3):19-24.[15]Xu R, Yin S, Yao D, et al. Adaptive and cooperative signal control strategies for bottleneck area on urban expressway [C]. Proceedings of the 91th Annual Meeting of Transportation Research Board. Washington, D.C., USA, 2012:12-1563.[16]Lehmann EL, Romano Joseph P. Testing statistical hypotheses (Third Edition) [M]. New York: Spring Science+Business Media, 2005.[17]Xu R, Su Y, Yin S, et al. Evaluation of integrated signal strategies for Beijing expressway ramp control [C]. Proceedings of IEEE Intelligent Vehicle Symposium, BadenBaden, Germany, 2011:807-813. |