首页 | 本学科首页   官方微博 | 高级检索  
     检索      

???????????·?????????
引用本文:王华,张小宁.???????????·?????????[J].交通运输系统工程与信息,2012,12(5):162-167.
作者姓名:王华  张小宁
作者单位:????? a. ??????乤????; b. ???????????????? 200092
基金项目:国家自然科学基金委员会杰出青年基金项目(71125004)
摘    要:在高架道路匝道设计中,路网性能及设计悖论的出现与否都受匝道位置的影响,本文对同时优化匝道位置和通行能力的匝道设计问题进行了研究.通过分析设计中可能出现的悖论问题总结了导致其出现的原因.鉴于匝道位置的重要性,建立了考虑匝道位置的走廊通道高架道路匝道设计双层规划模型.模型的决策变量为匝道布设位置、通行能力以及类型(上/下高架),上层目标为最小化网络的总出行时间,下层为交通分配问题.最后,通过计算示例来验证所提出模型的优点,算例结果表明,考虑匝道位置的优化设计模型能获得较好的效果.

关 键 词:???н??  ??????  ???滮  ????·  ???λ??  ???  
收稿时间:2012-05-10

Ramp Design Model for Elevated Road Network in Corridor
WANG Hua , ZHANG Xiao-ning.Ramp Design Model for Elevated Road Network in Corridor[J].Transportation Systems Engineering and Information,2012,12(5):162-167.
Authors:WANG Hua  ZHANG Xiao-ning
Institution:a. School of Transportation Engineering; b. School of Economics & Management, ??Tongji University, Shanghai 200092, China
Abstract:Regarding the ramp design problem in the elevated road network,the ramp location always affects the network performance and whether there exists a design paradox.This paper investigates the ramp design problem by optimizing the ramp location and its capacity simultaneously.The ramp design paradox in urban elevated road network and its intrinsic reason are also discussed.A ramp design model is proposed as the bi-level programming considering the importance of ramp location for the elevated road network in a corridor.The design variables in the bi-level programming are ramp location,ramp capacity and ramp type.The design objective in upper level is to minimize the total travel cost in the network,and the traffic assignment in low level is user equilibrium problem.In the last section,numerical examples are conducted to demonstrate the merits of the proposed model.Meanwhile,some numerical results show that the proposed model guarantees promising effects.
Keywords:urban traffic  ramp design  bi-level programming  elevated road  ramp location  paradox
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《交通运输系统工程与信息》浏览原始摘要信息
点击此处可从《交通运输系统工程与信息》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号