[1]卓曦,钱振东,张宁.大型公共建筑同向机动车出入口间距计算[J].东南大学学报(自然科学版),2012,42(3):560-564.[doi:10.3969/j.issn.1001-0505.2012.03.033] 　Zhuo Xi,Qian Zhendong,Zhang Ning.Spacing calculation for same-side vehicle access of large public building[J].Journal of Southeast University (Natural Science Edition),2012,42(3):560-564.[doi:10.3969/j.issn.1001-0505.2012.03.033] 点击复制 大型公共建筑同向机动车出入口间距计算() 分享到： var jiathis_config = { data_track_clickback: true };

42

2012年第3期

560-564

2012-05-20

文章信息/Info

Title:
Spacing calculation for same-side vehicle access of large public building

1 东南大学智能运输系统研究中心,南京 210096; 2 福州大学土木工程学院,福州350108
Author(s):
1 Intelligent Transportation System Research Center, Southeast University, Nanjing 210096, China
2 School of Civil Engineering, Fuzhou University, Fuzhou 350108, China

Keywords:

U491
DOI:
10.3969/j.issn.1001-0505.2012.03.033

Abstract:
To heighten the traffic service level of urban streets, the spacing calculation method for the same-side vehicle access of large public building is put forward. By constructing the same-side access impact area, three same-side access minimum spacing models are established. The models separately take traffic behaviors, such as ensuring the vehicle steady running, reducing the through vehicle braking and coordinating the vehicle merging between the adjacent access, as the optimization objective. Correspondingly, proper values of traffic parameters, such as access number, through traffic spill-back rate and merging distance, are individually considered as the constraints of the models. Then aiming at candidate spacing schemes calculated by the dichotomy, the scatter degree method based on traffic simulation is used to evaluate for optimization. Finally, one large public building area is taken as a calculation example. Calculation results indicate that, compared with the evaluation result of the present spacing scheme, combination evaluation values of spacing schemes obtained from the research are all larger; there is an optimal spacing of 172.92 m, with corresponding largest combination evaluation value of 0.874 3. It can be seen that the calculation method can acquire the better spacing scheme, which is beneficial to the quantitative location optimization for the same-side vehicle access of large public building.

参考文献/References:

[1] Committee on Access Management.Access management manual[R].Washington DC:Transportation Research Board,2003.
[2] Gattis J L,Gluck J S,Barlow J M,et al.Guide for the geometric design of driveways,NCHRP Report 659[R].Washington DC:Transportation Research Board,2010.
[3] Brown H C,Tarko A P.Effects of access control on safety on urban arterial streets[J].Transportation Research Record,1999,1665:68-74.
[4] Levinson H S,Gluck J S.Safety benefits of access spacing[C] //Sixth TRB Conference on the Application of Transportation Planning Methods.Dearborn,MI,USA,1997:307-312.
[5] Dixon K K,Layton R D.The influence of human factors on access management design[C] //4th International Symposium on Highway Geometric Design.Valencia,Spain,2010:1-25.
[6] 陈峻,王炜.城市路外停车场出入口交通组织分析[J].东南大学学报:自然科学版,2004,34(1):100-103.
Chen Jun,Wang Wei.Traffic organization analysis on entrance and exit of off-road parking lot[J].Journal of Southeast University:Natural Science Edition,2004,34(1):100-103.(in Chinese)
[7] 耿化民,蒋阳升,钟永艳.城市规划中微型中央商务区的交通影响分析——以成都市珠江新城为例[J].西南交通大学学报,2009,44(4):609-614.
Geng Huamin,Jiang Yangsheng,Zhong Yongyan.Traffic impact analysis of MCBD in urban planning:case research on Pearl River New Town in Chengdu[J].Journal of Southwest Jiaotong University,2009,44(4):609-614.(in Chinese)
[8] 北京市市政设计研究院.CJJ 37—1990 城市道路设计规范[S].北京:建设部标准定额研究所,1991.
[9] 卓曦,张宁,钱振东.大型公建对向机动车出入口间距计算及优选[J].交通运输工程学报,2010,10(4):71-78.
Zhuo Xi,Zhang Ning,Qian Zhendong.Spacing calculation and selection on opposite vehicle access of large public building[J].Journal of Traffic and Transportation Engineering,2010,10(4):71-78.(in Chinese)
[10] 郭亚军,易平涛.一种基于整体差异的客观组合评价法[J].中国管理科学,2006,14(3):60-64.
Guo Yajun,Yi Pingtao.Whole diversity-based reasoning for objective combined evaluation[J].Chinese Journal of Management Science,2006,14(3):60-64.(in Chinese)
[11] Zhuo Xi,Qian Zhendong,Zhang Ning.Research on crossroad access design technology in the functional area of urban interchanges in China[C] //Proceedings of the Tenth International Conference of Chinese Transportation Professionals.Beijing,China,2010:765-776.

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