| 引用本文: | 卢凯,徐建闽,陈思溢,李林.通用干道双向绿波协调控制模型及其优化求解[J].控制理论与应用,2011,28(4):551~555.[点击复制] |
| LU Kai,XU Jian-min,CHEN Si-yi,LI Lin.A general model of bidirectional green wave for coordinate control of arterial road and its optimization solution[J].Control Theory and Technology,2011,28(4):551~555.[点击复制] |
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| 通用干道双向绿波协调控制模型及其优化求解 |
| A general model of bidirectional green wave for coordinate control of arterial road and its optimization solution |
| 摘要点击 2453 全文点击 2651 投稿时间：2009-05-18 修订日期：2010-05-14 |
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| DOI编号 10.7641/j.issn.1000-8152.2011.4.CCTA090629 |
| 2011,28(4):551-555 |
| 中文关键词 交通工程 双向绿波 时距图 放行方式 混合整数线性规划 通过带宽度 |
| 英文关键词 traffic engineering bidirectional green wave time-space diagram traffic released mode mixed-integer linear programming (MILP) green wave bandwidth |
| 基金项目 国家自然科学基金自由申请项目(50878088); 教育部高校博士点基金资助项目(200805610005); 国家“863”计划资助项目(2006AA11Z211). |
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| 中文摘要 |
| 针对干道交叉口进口不同放行方式的实际需求, 利用绿波协调控制中的时距分析方法, 建立了通用干道双向绿波协调控制模型, 设计了基于控制模型的信号配时优化流程, 并利用混合整数线性规划方法实现了控制模型的优化求解. 模型算法将不受进口放行方式与路段行驶速度的限制, 能够遍历所有存在的最佳信号配时设计方案, 且易于通过计算机编程实现其优化求解. 算例分析表明, 利用通用干道双向绿波协调控制模型进行交通信号协调配时设计, 能够获得更为精确完整的最佳信号配时设计方案, 具有较强的科学合理性. |
| 英文摘要 |
| Considering the actual demand for different traffic released modes, we developed a general model of bidirectional green wave for the coordinate control of arterial road by using the method of time-space analysis. Signal timing optimization process based on the coordinate control model is designed, and the control model is solved by the method of mixed-integer linear programming(MILP). The algorithm is not constrained by either the traffic released mode or the link traffic speed; it finds out all possible optimal signal timing schemes by a simple computing programming. The example shows that the general model method can obtain optimal signal timing schemes more accurately and perfectly than the algebraic method. |