Results 21 to 30 of about 92,559 (293)

Measuring military queue flow parameters

Vojnotehnički Glasnik, 1998
A movement order explicitly defines the following parameters: section speed and spacing. During a military queue motorized drive at road network, some deviations between determined and realized parameters are expected.
Milorad Opsenica
doaj   +1 more source

Generalized Optimal Velocity Model for Traffic Flow

, 2001
A generalized optimal velocity model is analyzed, where the optimal velocity function depends not only on the headway of each car but also the headway of the immediately preceding one.
Sawada, Shiro
core   +1 more source

Synergetic theory for jamming transition in traffic flow

, 2000
The theory of a jamming transition is proposed for the homogeneous car-following model within the framework of Lorenz scheme. We represent a jamming transition as a result of the spontaneous deviations of headway and velocity that is caused by the ...
Khomenko, A. V., Olemskoi, A. I.
core   +1 more source

Straight lane saturation flow and its rate in serbian cities

Transport, 2011
Saturation flow is the base rate in the procedure for optimizing traffic signal operation and determining the measure for effectiveness of intersection operation.
Branimir Stanić, Vladan Tubić, Nikola Čelar   +2 more
doaj   +1 more source

Determining driver perceptions about distractions and modeling their effects on driving behavior at different age groups

Journal of Traffic and Transportation Engineering (English ed. Online), 2022
This study was aimed at determining the driving distractions which are perceived most hazardous and determining the effects of these distractions and age on speed and headway.
Uneb Gazder, Khaled J. Assi
doaj   +1 more source

Modelling highway-traffic headway distributions using superstatistics

, 2007
We study traffic clearance distributions (i.e., the instantaneous gap between successive vehicles) and time headway distributions by applying Beck and Cohen's superstatistics.
A. Y. Abul-Magd, B. L. Altshuler, B. S. Kerner, M. L. Mehta   +3 more
core   +1 more source

Impact of a Non-Dedicated U-Turn on Traffic

Pakistan Journal of Engineering & Technology, 2020
Non-dedicated U turn has a direct effect on road safety, capacity and congestion during the traffic flow. U turn can have significant supremacy on traffic flow and headway. Therefore to study the impact of non-dedicated u turns on traffic is the ultimate
Muhammad Zeeshan Khan, Zawar Hussain Khan   +1 more
doaj   +5 more sources

Dynamic Bus Scheduling Method Based on Mixed Control Strategy With Signal Timing Adjustment and Bus Holding

IEEE Access
Passengers traveling on urban bus rapid transit tend to arrive randomly. They are more concerned about whether the buses can arrive at stops at the scheduled time intervals.
Ande Chang, Qikai Song, Chunguang Wang
doaj   +1 more source

Cumulative Interarrival Time Distributions of Freeway Entrance Ramp Traffic for Traffic Simulations

Promet (Zagreb), 2013
Cumulative interarrival time (IAT) distributions for signalized and non-signalized freeway entrance ramps were developed to be used in digital computer traffic simulation models.
Erdinç Öner
doaj   +1 more source

A formulation of the relaxation phenomenon for lane changing dynamics in an arbitrary car following model

, 2020
Lane changing dynamics are an important part of traffic microsimulation and are vital for modeling weaving sections and merge bottlenecks. However, there is often much more emphasis placed on car following and gap acceptance models, whereas lane changing
Gao, H. Oliver, Keane, Ronan
core   +1 more source