土木工程 |
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基于多类跟驰行为的车头时距混合分布模型 |
王福建, 戴美伟, 孙凌涛, 金盛 |
浙江大学 建筑工程学院,浙江 杭州 310058 |
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Mixed distribution model of vehicle headway based on multiclass car following |
WANG Fu-jian, DAI Mei-wei, SUN Ling-tao, JIN Sheng |
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China |
[1] GARTNER N H, MESSER C, RATHI A K. Monograph on traffic flow theory [M]. Washington: The Federal Highway Administration (FHWA), 1996.
[2] JIN S, QU X, XU C, et al. Dynamic characteristics of traffic flow with consideration of pedestrians road-crossing behavior [J]. Physica A, 2013, 392(18): 3881-3890.
[3] NAGATANI T. Chaos and headway distribution of shuttle buses that pass each other freely [J]. Physica A, 2003, 323: 686-694.
[4] 姚荣涵,王殿海,李丽丽. 机动车车头时距分布的韦布尔修正模型[J]. 吉林大学学报:工学版, 2009, 39(2): 331-335.
YAO Rong-han, WANG Dian-hai, LI Li-li. Revised Weibull revision model of headway distribution for motor-vehicle [J]. Journal of Jilin University: Engineering and Technology Edition, 2009, 39(2): 331-335.
[5] 刘江, 吕津燕, 荣建, 等. 车头时距分布模型及其在山区双车道公路的应用 [J]. 交通运输工程与信息学报, 2004, 2(4): 16-22.
LIU Jiang, LV Jin-yan, RONG Jian, et al. Headway distribution models and their application on two-lane highway in mountainous areas [J]. Journal of Transportation Engineering and Information, 2004, 2(4): 16-22.
[6] DAWSON R F, CHIMINI L A. The hyperlang probability distribution: a generalized traffic headway model [J]. Highway Research Record, 1968, 244(230): 114.
[7] TOLLE J E. The lognormal headway distribution model [J]. Traffic Engineering and Control, 1971, 13(1): 22-24.
[8] COWAN R J. Useful headway models [J]. Transportation Research, 1975, 9: 371-375.
[9] 陶鹏飞, 王殿海, 金盛.车头时距混合分布模型[J].西南交通大学学报,2011, 46(4): 633-637.
TAO Peng-fei, WANG Dian-hai, JIN Sheng. Mixed distribution model of vehicle headway [J]. Journal of Southwest Jiaotong University, 2011, 46(4): 633-637.
[10] OHTA H.Distance headway behavior between vehicles from the viewpoint of proxemics [J]. IATSS Research, 1994, 18(2): 6-14.
[11] 孟凡兴, 张良, 张伟. 驾驶员车头时距研究[J]. 工业工程管理, 2013, 18(2):131-135.
MENG Fan-xing, ZHANG Liang, ZHANG Wei. A study on drivers time headway [J]. Industrial Engineering and Management, 2013, 18(2): 131-135.
[12] TAIEB-MAIMON M, SHINAR D.Minimum and comfortable driving headways: reality versus perception [J]. Human Factors, 2001,43(1):159-172.
[13] TRB, Highway capacity manual. Special Report 209, 3th ed. [C]∥Transportation Research Board. Washington: National research Council,1994.
[14] 徐程. 基于高斯混合模型的车辆自由流速度分布 [J]. 公路交通科技, 2012, 29(8): 132-135.
XU Cheng. Distribution of vehicle free flow speeds based on Gaussian mixture model [J]. Journal of Highway and Transportation Research and Development, 2012, 29(8): 132-135.
[15] 刘曙云, 关积珍, 李元左. 基于高斯混合模型的道路交通状态特征辨识方法[J]. 中南林业科技大学学报, 2009, 29(2): 151-155.
LIU Shu-yun, GUAN Ji-zhen, LI Yuan-zuo. Method for identification of roadway traffic characteristics based on Gaussian mixture models [J]. Journal of Central South University of Forestry and Technology, 2009, 29(2): 151-155.
[16] 王殿海. 交通流理论[M]. 北京: 人民交通出版社, 2002: 13-19. |
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