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Journal ArticleDOI

A model for the structure of lane-changing decisions

TLDR
A structure is proposed to connect the decisions which a driver has to make before changing lanes to ensure that the vehicles in traffic simulations behave logically when confronted with situations commonly encountered in real traffic.
Abstract
A structure is proposed to connect the decisions which a driver has to make before changing lanes. The model is intended to cover the urban driving situation, where traffic signals, obstructions and heavy vehicles all exert an influence. The structure is designed to ensure that the vehicles in traffic simulations behave logically when confronted with situations commonly encountered in real traffic. The specific mathematical expression of the questions embedded in the decision process and employed in the present implementation of the model are not critical and can be replaced by alternatives, but the heirarchy of the decisions is crucial. On the basis of experience to date, the lane changing model produces a realistic simulation of driver behaviour and has proved very robust under a wide range of conditions.

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Citations
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Book ChapterDOI

Study on the Characteristics of Vehicle Lane-Changing in the Intersection.

TL;DR: Research results show that the original lane traffic decrease by 4.6% and the target lane traffic decreases by 8.1% in 12 signal cycles, which is caused by vehicle lane-changing in the intersection.
Journal ArticleDOI

Calibration methodology for microscopic traffic simulation models of land ports of entry along the US–Mexico border

TL;DR: This paper provides a methodology to guide modelers in calibrating microscopic traffic simulation models of non-commercial LPOEs and establishes a common framework for modeling operational processes and traffic operations.

How Public Transport Is Being Modelled in Microscopic Traffic Simulators

TL;DR: During the past years, the object oriented modelling has been used to simulate the traffic system, as its components can be represented as entities interacting each other.
Journal ArticleDOI

Multi-Lane Lane-Changing Model under the Influence of Heavy Vehicles

TL;DR: In this paper, an improved accumulated speed benefit model is proposed in which drivers generate lane-changing intentions based on accumulated speed benefits of preceding vehicles in target lane over the preceding vehicle in current lane, not just relative to the speed and desired speed of subject vehicle.
References
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Journal ArticleDOI

A behavioural car-following model for computer simulation

TL;DR: A new model is constructed for the response of the following vehicle based on the assumption that each driver sets limits to his desired braking and acceleration rates and it is shown that when realistic values are assigned to the parameters in a simulation, the model reproduces the characteristics of real traffic flow.
Journal ArticleDOI

Nonlinear Follow-the-Leader Models of Traffic Flow

TL;DR: A variety of nonlinear follow-the-leader models of traffic flow are discussed in this article in the light of available observational and experimental data, with emphasis placed on steady-state flow equations.
Journal ArticleDOI

Nonlinear Effects in the Dynamics of Car Following

TL;DR: In this paper, it was shown that a small amplitude disturbance propagates through a series of cars in the manner described by linear theories, except that the dependence of the wave velocity on the car velocity causes an accleration wave to spread as it propagates and a deceleration wave forming a stable shock.
Journal ArticleDOI

A Generalization of Linear Car-Following Theory

Gentry Lee
- 01 Aug 1966 - 
TL;DR: The linear theory of single-lane traffic flow is generalized by using an integral transform technique well-known in other branches of applied science that introduces the idea of a memory function that describes the way in which a driver processes the information he receives from a lead vehicle.
Journal ArticleDOI

Fuel saving and other benefits of dynamic advisory speeds on a multi-lane arterial road

TL;DR: In this paper, a discrete vehicle simulation using program MULTSIM has been run on a 6 km idealized road and also on 2.3 km of the multi-lane arterial, Military Road, Sydney.
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