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Dynamic left-turn phase optimization using fuzzy logic control.

机译:使用模糊逻辑控制的动态左转相位优化。

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摘要

The left-turn movement at an intersection has long been a concern of traffic engineers as it is a major capacity reduction factor. Different left-turn signal phasings have been shown to result in significant differences in delay, intersection capacity, and even safety level.; First, past studies about leading and lagging signal phases and signal control application are overviewed. Then this research gives a theoretical analysis of signal left-turn phase operations at both isolated and coordinated signalized intersections, compares the difference in delay based on leading and lagging left-turn signal phase designs, analyzes the influences of traffic control delay components for leading and lagging left-turn, identifies the main control factors, and gives a new model to guide the choosing between the leading and lagging left-turn phases.; In the third part of this research, some basic mathematical definitions and rules of fuzzy logic control are described. A four-level fuzzy logic control model is designed. To implement this control model, observed approaching traffic flows are used to estimate relative traffic intensities in the competing approaches. These traffic intensities are then used to determine whether a leading or lagging signal phase should be selected or terminated.; Finally, this research designs a dynamic traffic signal left-turn phase control system, and implements the four-level fuzzy logic control model to optimize signalized intersection operation. The performance of this dynamic traffic signal left-turn phase fuzzy logic control system compared favorably in all categories to fixed time control, actuated control, and traditional fuzzy control based on simulation using field data. The results suggest that the proposed dynamic traffic signal left-turn phase fuzzy logic control system is a superior and efficient tool for reducing intersection traffic delay. The study also demonstrated that the successful implementation of the proposed model does not rely on the installation of expensive or complicated equipment.
机译:交叉路口的左转运动一直是交通工程师关注的问题,因为这是交通量减少的主要因素。已经显示出不同的左转信号相位会导致延迟,交叉路口容量甚至安全水平方面的显着差异。首先,概述了有关超前和滞后信号相位以及信号控制应用的以往研究。然后,本研究对隔离和协调信号交叉口的信号左转相位操作进行了理论分析,比较了基于超前和滞后左转信号相位设计的延迟差异,分析了交通控制延迟分量对于超前和滞后的影响。滞后左转,确定主要的控制因素,并给出一个新的模型来指导左转滞后阶段的选择。在本研究的第三部分中,描述了模糊逻辑控制的一些基本数学定义和规则。设计了四级模糊逻辑控制模型。为了实施此控制模型,可以使用观察到的接近交通流量来估计竞争方法中的相对交通强度。这些业务强度然后被用来确定是否应该选择前导或滞后信号相位或终止。最后,本研究设计了一种动态交通信号灯左转相位控制系统,并实现了四级模糊逻辑控制模型来优化信号交叉口的运行。该动态交通信号左转相位模糊逻辑控制系统的性能在所有类别中均优于固定时间控制,驱动控制和基于现场数据模拟的传统模糊控制。结果表明,所提出的动态交通信号左转相位模糊逻辑控制系统是减少交叉路口交通延误的一种出色而有效的工具。研究还表明,成功实施建议的模型并不依赖于安装昂贵或复杂的设备。

著录项

  • 作者

    Li, Zhenyang.;

  • 作者单位

    The University of Tennessee.;

  • 授予单位 The University of Tennessee.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2004
  • 页码 172 p.
  • 总页数 172
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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