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基于转弯次数的高速公路合理路径判别标准研究
引用本文:方曾利,高王翠,魏琳,梁亚莉,陈大伟.基于转弯次数的高速公路合理路径判别标准研究[J].交通运输工程与信息学报,2012(1):79-83.
作者姓名:方曾利  高王翠  魏琳  梁亚莉  陈大伟
作者单位:[1]东南大学,交通学院,南京210096 [2]河南省交通科学技术研究院有限公司,郑州450006
摘    要:针对联网收费高速公路现有合理路径判别标准的不足,引入转弯次数因素,建立基于复合路径的判别模型。从分析转弯造成的影响入手,分析其合理权重,并通过实例来计算合理的惩罚系数,结果表明,改进后计算的路径与理性出行者的实际选择吻合较好。

关 键 词:合理路径  转弯次数  惩罚系数

Study on Assessment Criterion of Freeway Rational Path Based on Turning Times
FANG Zeng-li,GAO Wang-cui,WEI Lin,LIANG Ya-li,CHEN Da-wei.Study on Assessment Criterion of Freeway Rational Path Based on Turning Times[J].Journal of Transportation Engineering and Information,2012(1):79-83.
Authors:FANG Zeng-li  GAO Wang-cui  WEI Lin  LIANG Ya-li  CHEN Da-wei
Institution:1. Transportation College. Southeast University, Nanjing 210096, China 2. Henan Transportation Research Institute Co. Ltd, Zhengzhou 450006, China)
Abstract:In light of the insufficient existed in the rational path assessment criterion of freeway network toll collection system, turning times was introduced into the assessment model. From the analysis of the impact of turning, its rational weight was analyzed. Reasonable penalty coefficient was calculated through an example calculation, which was consistent with the actual choice of the rational traveler.
Keywords:Rational path  turning times  penalty coefficient
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