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过饱和条件下信号交叉口协调控制可靠性优化

, PP. 86-91

Keywords: 交通工程,信号协调控制,可靠性优化,相位差,过饱和,排队溢出

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Abstract:

以避免交叉口出现死锁和减少绿灯时间浪费为目标,利用交通流波动理论,建立了一种过饱和条件下的信号交叉口协调控制的可靠性优化模型,并提供了可靠性区间的计算方法.该模型基于信号控制交叉口处不同的排队溢出形式和交通流波动状态的分类研究,以控制排队溢出形式和上下游交叉口通行能力匹配作为约束条件,以增大排队溢出缓冲时间作为优化目标.通过仿真试验表明,该策略可以减少延误24.6%,同时交叉口的死锁概率降低30%,能有效地承受过饱和交通流的冲击,提高路网的可靠性.

References

[1]  王殿海,景春光,曲昭伟.交通波理论在交叉口交通流分析中的应用[J].中国公路学报,2002,15(1):93-96.WANG Dianhai, JING Chunguang, QU Zhaowei.Application of Traffic-wave Theory in Intersections TrafficFlow Analysis [J].China Journal of Highway andTransport,2002,15(1):93-96.
[2]  樊宏哲.排队长度约束下的信号交叉口控制方法研究[D].长春:吉林大学,2007.FAN Hongzhe.Research on Control Methods of SignalizedIntersections under Queue Length Restriction [D].Changchun:Jilin University,2007.
[3]  徐建闽,陈思溢.基于群决策理论和双层规划模型的交通信号控制优化[J].公路交通科技,2010,27(12):134-139.XU Jianmin, CHEN Siyi.Traffic Signal ControlOptimization Based on Group Decision Making Theory andBi-level Programming Model [J].Journal of Highway andTransportation Research and Development, 2010, 27(12):134-139.
[4]  马楠,邵春福,赵熠.干道信号交叉口群协调控制系统中的影响因素[J].哈尔滨工业大学学报,2011,43(6):112-117.MA Nan,SHAO Chunfu,ZHAO Yi.Influence Factors ofCoordination Control System in Signalized Intersections[J].Journal of Harbin Inslilule of Technology,2011,43(6):112-117.
[5]  MICHALPPOULO P G, STEPHANOPOULOS G,STEPHANOPOULOS G.An Application of Shock WaveTheory to Traffic Signal Control [J].TransportationResearch Part B:Methodological,1981,15(1):35-51.
[6]  CHANG T H,LIN J T.Optimal Signal Timing for anOversaturated Intersection [J].Transportation ResearchPart B:Methodological,2000,34(6):471-491.
[7]  卢凯,徐建闽,叶瑞敏.经典干道协调控制信号配时数解算法的改进[J].公路交通科技,2009,26(6):120-124.LU Kai, XU Jianmin, YE Ruimin.Improvement ofClassical Algebraic Method of Signal Timing for ArterialRoad Coordinate Control [J].Journal of Highway andTransportation Research and Development, 2009, 26(6):120-124.
[8]  姬利娜,宋清华.非对称放行方式下的干道双向绿波协调控制[J].公路交通科技,2011,28(10):96-101.JI Lina, SONG Qinghua.Bidirectional Green WaveCoordinate Control for Arterial Road under AsymmetricSignal Mode [J].Journal of Highway and TransportationResearch and Development,2011,28(10):96-101.
[9]  高海军,俞国军,李振龙.基于agent 的城市交通信号控制[J].控制与决策,2004,19(7):737-740.GAO Haijun,YU Guojun,LI Zhenlong.Agent-basedUrban Traffic Signal Control [J].Control and Decision,2004,19(7):737-740.
[10]  樊晓平,李艳.交通信号自适应模糊控制器的设计及稳定性分析[J].控制与决策,2005 ,20(2):152-155.FAN Xiaoping,LI Yan.Design and Stability Analysis ofthe Adaptive Fuzzy Controller for Traffic Signal Control[J].Control and Decision,2005,20(2):152-155.
[11]  LIU H X,WU Xinkai,MA Wenteng,et al.Real-timeQueue Length Estimation for Congested SignalizedIntersections [J].Transportation Research Part C:Technology,2009,17(4):412-427.
[12]  WU Xinkai,LIU H X,GETTMAN D.Identification ofOversaturated Intersections Using High-resolution TrafficSignal Data [J].Transportation Research Part C:Technology,2010,18(4):626-638.
[13]  杨少辉,马林,王殿海,等.城市快速路停车波模型修正[J].吉林大学学报:工学版,2008,38(4):808-811.YANG Shaohui, MA Lin, WANG Dianhai, et al.Modification of Stop Wave Model of Urban Expressway[J].Journal of Jilin University:Engineering andTechnology Edition,2008,38(4):808-811.

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