User-equilibrium Route Set Analysis of a Large Road Network

نویسنده

  • Hillel Bar-Gera
چکیده

By 1953 Martin Beckmann had formulated and analyzed the static, deterministic userequilibrium (UE) route choice model with variable origin-destination flows (demand) (Beckmann et al, 1956; Boyce, 2004). Twenty years later, Suzanne Evans (1973, 1976) proposed and analyzed an algorithm for solving a version of Beckmann’s model that corresponded to practitioner models with origin-destination (OD) constraints and transit as well as road modes. The effectiveness of her algorithm for large networks was studied by several researchers; see Boyce and Bar-Gera (2004) for a recent review. Other young researchers at that same time proposed and tested algorithms for solving the user-equilibrium problem with fixed OD flows (LeBlanc et al, 1975; Nguyen, 1974; Florian and Nguyen, 1976), building upon the pioneering theoretical research of Jorgensen (1963), Dafermos (1968) and Brynooghe et al (1969). More recently, Patriksson (1994) thoroughly synthesized the accumulated literature from this 40-year research effort, and proposed his own userequilibrium algorithms for fixed and variable flow problems (Larsson and Patriksson, 1992; Lundgren and Patriksson, 1998). Nagurney (1999) synthesized a related literature on the variational inequality approach to a family of problems, including user-equilibrium; Florian and Hearn (1999) offered their review, which includes recent developments on road pricing.

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Evaluation of the Effects of Maintenance and Rehabilitation Projects on Road User Costs via HDM-4 Software

Rapid growth in a number of vehicles on roadways accelerates pavement deterioration trends. Pavement inefficiency in carrying the applied load from passing vehicles results in spending significant costs on continues Maintenance and Rehabilitation (M&R) treatments. Lane closure owing to the implementation of M&R operations incurs enormous costs on road users. The research aimed to calculate, and...

متن کامل

An Iterative Algorithm to Determine the Dynamic User Equilibrium in a Traffic Simulation Model

An iterative algorithm to determine the dynamic user equilibrium with respect to link costs defined by a traffic simulation model is presented. Each driver's route choice is modelled by a discrete probability distribution which is used to select a route in the simulation. After each simulation run, the probability distribution is adapted to minimize the travel costs. Although the algorithm does...

متن کامل

User Equilibrium, System Optimum, and Externalities in Time- Dependent Road Networks

This paper develops a comprehensive framework for analysing and calculating user equilibrium, system optimum, and externalities in time-dependent road networks. Under dynamic user equilibrium, traffic is assigned such that for each origin-destination pair in the network, the individual travel costs experienced by each traveller, no matter which combination of travel route and departure time he/...

متن کامل

Bi-Objective Network Equilibrium, Traffic Assignment and Road Pricing

Multi-objective equilibrium models of traffic assignment state that users of road networks travel on routes that are efficient with respect to several objectives, such as travel time and toll. This concept provides a general framework for modelling traffic flow in tolled road networks. We present the concept of time surplus maximisation as a way of handling user preferences. Given a toll, users...

متن کامل

A Multi-mode, Multi-class Dynamic Network Model With Queues For Advanced Transportation Information Systems

In this paper we propose a composite Variational Inequality formulation for modeling multimode, multi-class stochastic dynamic user equilibrium problem in recurrent congestion networks with queues. The modes typically refer to different vehicle types such as passenger cars, trucks, and buses sharing the same road space. Each vehicle type has its own characteristics, such as free flow speed, veh...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2005