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考虑支路路段双向流量相互影响的交通网络均衡分析

, PP. 137-142

Keywords: 交通工程,交通网络,均衡分析,支路路段能力,支路路段费用

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Abstract:

?为了解决含双向不分道行驶的狭窄支路路段交通网络配流问题,提出基于路段宽度、单车道通行能力、双向流量比例等因素的支路路段通行能力近似公式;通过扩展支路路段费用的表达形式,建立了分析支路路段双向车流相互作用的交通网络均衡模型。鉴于支路路段费用函数不是关于方向流量的凸函数,采用最短路径上全有全无分配并结合相继平均法设计了模型的求解算法。结果表明:该近似公式与模拟结果基本吻合;含双向不分车道行驶支路路段的交通网络均衡模型与算法,有效地推广了常规配流方法,可用于解决实际工程问题。

References

[1]  NICHOLSON A,DU Z P.Degradable Transportation Systems:An Integrated Equilibrium Model[J].Transportation Research Part B,1997,31(3):209-223.
[2]  DU Z P,NICHOLSON A.Degradable Transportation Systems:Sensitivity and Reliability Analysis[J].Transportation Research Part B,1997,31(3):225-237.
[3]  DAGANZO C F.The Cell Transmission Model,Part II:Network Traffic[J].Transportation Research Part B,1995,29(2):79-93.
[4]  DAGANZO C F.Properties of Link Travel Time Functions Under Dynamic Loads[J].Transportation Research Part B,1995,29(2):95-98.
[5]  BELL M G H, IIDA Y.The Network Reliability of Transport[M].Bingley:Emerald Group Publishing Limited,2003.
[6]  BELL M G H, IIDA Y.Transportation Network Analysis[M].Chichester:John Wiley & Sons,1997.
[7]  史 峰,黄恩厚,陈 群,等.城市微循环交通网络中单行交通组织优化[J].交通运输系统工程与信息, 2009,9(4):30-35.
[8]  SHI Feng, HUANG En-hou, CHEN Qun, et al.Optimization of One-way Traffic Organization for Urban Micro-circulation Transportation Network [J].Journal of Transportation Systems Engineering and Information Technology,2009,9(4):30-35.
[9]  史 峰,黄恩厚,王英姿.论城市道路微循环系统的功能特征[J].城市发展研究,2008,15(3):34-36.
[10]  SHI Feng, HUANG En-hou, WANG Ying-zi.Study on the Functional Characteristics of Urban Transportation Micro-circulation System [J].Urban Studies,2008,15(3):34-36.
[11]  CHEN A,LO H K,YANG H.A Self-adaptive Projection and Contraction Algorithm for the Traffic Assignment Problem with Path-specific Costs[J].European Journal of Operational Research,2001,135(1):27-41.
[12]  CHEN A,YANG H,LO H K,et al.Capacity Reliability of a Road Network:An Assessment Methodology and Numerical Result[J].Transportation Research Part B,2002,36(3):225-252.
[13]  黄海军.城市交通网络平衡分析:理论与实践[M].北京:人民交通出版社,1994.
[14]  HUANG Hai-jun.Urban Transportation Network Equilibrium Analysis:Theory and Practice [M].Beijing:China Communications Press,1994.
[15]  LO H K,TUNG Y K.Network with Degradable Links:Capacity Analysis and Design[J].Transportation Research Part B,2003,37(4):345-365.
[16]  LO H K,CHEN A.Reformulating the Traffic Equilibrium Problem Via a Smooth Gap Function[J].Mathematical and Computer Modeling,2000,31(2/3):179-195.
[17]  WANG Y Z, LONG D F, SHI F.Cellular Automation Model for Analyzing the Capacity of Branch Road Section[J].Journal of Central South University of Technology,2011,18(5):1744-1749.
[18]  AASHTIANL H Z.The Multi-modal Traffic Assignment Problem[D].Cambridge:Massachusetts Institute of Technology,1979.

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