[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：

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
42
期数:
2012年第3期
页码:
560-564
栏目:
交通运输工程
出版日期:
2012-05-20

文章信息/Info

Title:
Spacing calculation for same-side vehicle access of large public building
作者:
卓曦1; 2;  钱振东1;  张宁1
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):
Zhuo Xi1; 2;  Qian Zhendong1;  Zhang Ning1
1 Intelligent Transportation System Research Center, Southeast University, Nanjing 210096, China
2 School of Civil Engineering, Fuzhou University, Fuzhou 350108, China
关键词:
交通工程;  出入口间距;  出入口管理;  交通建模;  大型公建
Keywords:
traffic engineering;  access spacing;  access management;  traffic modeling;  large public building
分类号:
U491
DOI:
10.3969/j.issn.1001-0505.2012.03.033
摘要:
为提高城市道路交通服务水平,提出大型公建同向机动车出入口间距计算方法.通过同向出入口影响区域构建,建立3个同向出入口最小间距模型.模型分别以保证车辆稳定行驶、减少直行车制动和协调相邻出入口车辆合流等交通行为为优化目标,相应地以出入口数量、直行车溢回率和合流距离等交通参数为约束条件.然后针对二分法算出的间距候选方案,利用基于交通仿真的拉开档次法进行评价优选.最后以某大型公建区域为算例进行结果分析.结果表明:与间距现状的评价结果相比,研究所得间距方案的组合评价值均较大; 其中最优间距为172.92 m,对应最大组合评价值为0.874 3.可见该计算方法能够获得更优的间距方案,有利于大型公建同向机动车出入口布局定量优化.
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.

相似文献/References:

[1]周竹萍,任刚,王炜.基于方式分担需求的城市道路等级配置模型[J].东南大学学报(自然科学版),2009,39(5):1075.[doi:10.3969/j.issn.1001-0505.2009.05.041]
　Zhou Zhuping,Ren Gang,Wang Wei.Road network gradation optimization model according to traffic demand[J].Journal of Southeast University (Natural Science Edition),2009,39(3):1075.[doi:10.3969/j.issn.1001-0505.2009.05.041]
[2]肖忠斌,王炜,李文权,等.城市高架路下匝道地面联接段最小长度模型[J].东南大学学报(自然科学版),2007,37(6):1071.[doi:10.3969/j.issn.1001-0505.2007.06.026]
　Xiao Zhongbin,Wang Wei,Li Wenquan,et al.Minimum-length-requirement model for expressway off-ramp joint[J].Journal of Southeast University (Natural Science Edition),2007,37(3):1071.[doi:10.3969/j.issn.1001-0505.2007.06.026]
[3]葛宏伟,王炜,陈学武,等.公交站点车辆停靠对信号交叉口进口道交通延误模型[J].东南大学学报(自然科学版),2006,36(6):1018.[doi:10.3969/j.issn.1001-0505.2006.06.029]
　Ge Hongwei,Wang Wei,Chen Xuewu,et al.Traffic delay at signal-controlled intersection with bus stop upstream[J].Journal of Southeast University (Natural Science Edition),2006,36(3):1018.[doi:10.3969/j.issn.1001-0505.2006.06.029]
[4]许项东,程琳,邱松林.交通分配自适应梯度投影算法的敏感性分析[J].东南大学学报(自然科学版),2013,43(1):226.[doi:10.3969/j.issn.1001-0505.2013.01.041]
　Xu Xiangdong,Cheng Lin,Qiu Songlin.Sensitivity analysis of self-adaptive gradient projection traffic assignment algorithm[J].Journal of Southeast University (Natural Science Edition),2013,43(3):226.[doi:10.3969/j.issn.1001-0505.2013.01.041]
[5]郭延永,刘攀,吴瑶,等.基于属性识别的高速公路交通安全设施系统评价[J].东南大学学报(自然科学版),2013,43(6):1305.[doi:10.3969/j.issn.1001-0505.2013.06.032]
　Guo Yanyong,Liu Pan,Wu Yao,et al.Evaluation of freeway traffic safety facility system based on attribute recognition[J].Journal of Southeast University (Natural Science Edition),2013,43(3):1305.[doi:10.3969/j.issn.1001-0505.2013.06.032]
[6]姜军,陆建,李娅.基于驾驶人视认特性的城市道路指路标志设置[J].东南大学学报(自然科学版),2010,40(5):1089.[doi:10.3969/j.issn.1001-0505.2010.05.039]
　Jiang Jun,Lu Jian,Li Ya.Setting of road guide signs based on driver’s recognition characteristics[J].Journal of Southeast University (Natural Science Edition),2010,40(3):1089.[doi:10.3969/j.issn.1001-0505.2010.05.039]
[7]沈家军,王炜,陈学武.城市道路交叉口混合交通流机动车与非机动车冲突概率[J].东南大学学报(自然科学版),2010,40(5):1093.[doi:10.3969/j.issn.1001-0505.2010.05.040]
　Shen Jiajun,Wang Wei,Chen Xuewu.Study on conflict probability of motor and non-motor mixed traffic at urban intersections[J].Journal of Southeast University (Natural Science Edition),2010,40(3):1093.[doi:10.3969/j.issn.1001-0505.2010.05.040]
[8]王炜,陈淑燕,胡晓健.“一路一线直行式”公交模式下公交车行驶诱导和调度集成方法[J].东南大学学报(自然科学版),2008,38(6):1110.[doi:10.3969/j.issn.1001-0505.2008.06.033]
　Wang Wei,Chen Shuyan,Hu Xiaojian.Novel integrated method of bus speed guidance and dispatching based on “one route one line and run straight mode”[J].Journal of Southeast University (Natural Science Edition),2008,38(3):1110.[doi:10.3969/j.issn.1001-0505.2008.06.033]
[9]李志斌,王炜,赵德,等.机非物理分隔道路上自行车超车事件模型[J].东南大学学报(自然科学版),2012,42(1):156.[doi:10.3969/j.issn.1001-0505.2012.01.029]
　Li Zhibin,Wang Wei,Zhao De,et al.Modeling bicycle passing events on physically separated roadways[J].Journal of Southeast University (Natural Science Edition),2012,42(3):156.[doi:10.3969/j.issn.1001-0505.2012.01.029]
[10]王昊,王炜,陆建,等.基于跟驰理论的车速离散度定义及特性[J].东南大学学报(自然科学版),2009,39(1):161.[doi:10.3969/j.issn.1001-0505.2009.01.031]
　Wang Hao,Wang Wei,Lu Jian,et al.Car-following theory based speed dispersion definition and related properties[J].Journal of Southeast University (Natural Science Edition),2009,39(3):161.[doi:10.3969/j.issn.1001-0505.2009.01.031]

备注/Memo

备注/Memo:
作者简介: 卓曦(1982—),男,博士生,讲师; 钱振东(联系人),女,博士,教授,博士生导师,qianzd@seu.edu.cn.
基金项目: 国家自然科学基金资助项目(50422283)、交通部西部交通建设科技资助项目(2009318000086)、江苏省交通科技资助项目(05R26).
引文格式: 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]
更新日期/Last Update: 2012-05-20