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城市快速道路交通流建模和控制
引用本文:干宏程,孙立军.城市快速道路交通流建模和控制[J].公路交通科技,2006,23(8):101-105,115.
作者姓名:干宏程  孙立军
作者单位:1. 上海理工大学,交通工程系,上海,200093
2. 同济大学,道路与交通工程教育部重点实验室,上海,200092
基金项目:国家“十五”科技攻关资助项目(2002BA404A08)
摘    要:首先回顾城市快速路宏观流体模型的发展,简析常用模型的推导建立过程,讨论宏观模型的使用。然后,以入口匝道流量调节作为受控快速路系统的控制输入,构造城市快速路交通流动态控制模型及最优控制问题,采用多层分散控制思想,给出一种实用的准最佳控制方法,通过交通仿真说明其有效性。

关 键 词:城市快速路  宏观流体模型  流入控制  准最佳控制
文章编号:1002-0268(2006)08-0101-05
收稿时间:2005-04-11
修稿时间:2005-04-11

Modeling and Control of Urban Expressway Traffic Flow
GAN Hong-cheng,SUN Li-jun.Modeling and Control of Urban Expressway Traffic Flow[J].Journal of Highway and Transportation Research and Development,2006,23(8):101-105,115.
Authors:GAN Hong-cheng  SUN Li-jun
Institution:1. Department of Transportation Engineering, University of Shanghai for Science and Technolong, Shanghai 200093, China; 2, Key Lab. of Road and Traffic Engineering, Ministry of Education at Tongji University, Shanghai 200092, China
Abstract:First, the authors briefly review the macroscopic models of multi-lane urban expressway traffic, give recommendations on using macroscopic models based on the analysis of the derivation of a common model. Then, taking ramp metering as the control strategy, it presents the mathematical formulation of the optimal control, Finally, it proposes a suboptimal control method which applies the multi-layer decentralized control approach and examines its effect and robustness by computer simulation.
Keywords:urban expressway  macroscopic model  ramp metering  suboptimal control
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