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VMS行程时间诱导效益仿真算法

干宏程 杨珍珍

干宏程, 杨珍珍. VMS行程时间诱导效益仿真算法[J]. 交通运输工程学报, 2012, 12(1): 121-126. doi: 10.19818/j.cnki.1671-1637.2012.01.019
引用本文: 干宏程, 杨珍珍. VMS行程时间诱导效益仿真算法[J]. 交通运输工程学报, 2012, 12(1): 121-126. doi: 10.19818/j.cnki.1671-1637.2012.01.019
GAN Hong-cheng, YANG Zhen-zhen. Inductive benefit simulation algorithm of VMS travel time[J]. Journal of Traffic and Transportation Engineering, 2012, 12(1): 121-126. doi: 10.19818/j.cnki.1671-1637.2012.01.019
Citation: GAN Hong-cheng, YANG Zhen-zhen. Inductive benefit simulation algorithm of VMS travel time[J]. Journal of Traffic and Transportation Engineering, 2012, 12(1): 121-126. doi: 10.19818/j.cnki.1671-1637.2012.01.019

VMS行程时间诱导效益仿真算法

doi: 10.19818/j.cnki.1671-1637.2012.01.019
基金项目: 

国家自然科学基金项目 51008195

上海市重点学科建设项目 S30504

详细信息
    作者简介:

    干宏程(1978 -),男,浙江宁波人,上海理工大学副教授,工学博士,从事智能交通与交通规划研究

  • 中图分类号: U491.112

Inductive benefit simulation algorithm of VMS travel time

More Information
    Author Bio:

    GAN Hong-cheng(1978-), male, associate professor, PhD, + 86-21-65679404, hongchenggan@126.com

  • 摘要: 基于宏观交通仿真模型, 提出了可变情报板(VMS)行程时间诱导效益仿真算法, 分析了驾驶人的信息关注率和信息理解偏差系数对VMS行程时间诱导效益的影响。以行程时间计算模型和驾驶人信息响应模型与METANET仿真模型为理论基础, 以路网总耗时改善率为诱导效益目标, 在3种不同规模的路网上进行仿真试验。仿真结果表明: VMS行程时间对于改善路网运行效率通常具有正面的诱导效益; 信息关注率越高, 信息理解偏差系数越小, 诱导效益越显著; 当信息关注率为80%以上时, 小型、中型、大型3种路网的诱导效益分别达到28.89%、15.87%、10.53%以上。可见, 仿真算法有效。

     

  • 图  1  分析方法

    Figure  1.  Analysis method

    图  2  交通路网

    Figure  2.  Traffic network

    图  3  检测线圈

    Figure  3.  Detecting coils

    图  4  交通需求

    Figure  4.  Traffic demands

    图  5  w为0.10时的TTS改善率曲线

    Figure  5.  Curves of TTS improvement rates while wis 0.10

    图  6  w为0.30时的TTS改善率曲线

    Figure  6.  Curves of TTS improvement rates while w is 0.30

    图  7  w为0.08时的TTS改善率曲线

    Figure  7.  Curves of TTS improvement rates while w is 0.08

    图  8  E为0.8时的TTS改善率曲线

    Figure  8.  Curves of TTS improvement rates while E is 0.8

    图  9  w为0.01时的TTS改善率曲线

    Figure  9.  Curve of TTS improvement rates while w is 0.01

    图  10  E为0.9时的TTS改善率曲线

    Figure  10.  Curves of TTS improvement rates while E is 0.9

    表  1  路网尺寸

    Table  1.   Road network sizes

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  • 刊出日期:  2012-02-25

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