This paper presents a new model for estimation critical gaps at unsignalized intersection. The theoretical background of the new model is the probability equilibrium between the rejected and accepted gaps. The equilibrium is established macroscopically using the cumulative distribution of the rejected and accepted gaps. The model yields directly the probability distribution function of the critical gaps. The new model has the following positive properties: a) solid theoretical background (equilibrium of probabilities), b) robust results, c) independent of any model assumptions, d) possibility of taking into account all relevant gaps (not only the maximum rejected gaps as is the case of the Troutbeck model (1992)), e) possibility of achievin...
This thesis reviews the concept of critical gap as a parameter within the stochastic modeling of a s...
Gap acceptance is an integral part of lane change models in microscopic traffic simulation. Offered ...
The efficiency of the entire transportation system depends on the capacity of the individual element...
The estimation of the critical gap has been an issue since the 1970s, when gap acceptance was introd...
The estimation of the critical gap was introduced in the 1970s to evaluate the capacity of vehicle a...
Critical gap is an important parameter used to calculate the capacity and delay of minor road in gap...
Copyright © 2014 Rui-jun Guo et al. This is an open access article distributed under the Creative Co...
This paper contributes to the modeling and analysis of unsignalized intersections. In classical gap ...
Gap acceptance analysis is crucial for determining capacity and delay at uncontrolled intersections....
Most of the capacity calculation procedures for two-way stop-controlled (TWSC) intersections are bas...
Most unsignalised intersection capacity calculation procedures are based on gap acceptance models. A...
This paper aims to explore pedestrian temporal and spatial gap acceptance at uncontrolled mid-block ...
This paper attempts to identify factors that may influence the gap acceptance behavior of drivers wh...
The following paper describes a stochastic extension to earlier research into a generalised determin...
Review the methods for estimating gap acceptance and to estimate the critical gap at unsignalised T-...
This thesis reviews the concept of critical gap as a parameter within the stochastic modeling of a s...
Gap acceptance is an integral part of lane change models in microscopic traffic simulation. Offered ...
The efficiency of the entire transportation system depends on the capacity of the individual element...
The estimation of the critical gap has been an issue since the 1970s, when gap acceptance was introd...
The estimation of the critical gap was introduced in the 1970s to evaluate the capacity of vehicle a...
Critical gap is an important parameter used to calculate the capacity and delay of minor road in gap...
Copyright © 2014 Rui-jun Guo et al. This is an open access article distributed under the Creative Co...
This paper contributes to the modeling and analysis of unsignalized intersections. In classical gap ...
Gap acceptance analysis is crucial for determining capacity and delay at uncontrolled intersections....
Most of the capacity calculation procedures for two-way stop-controlled (TWSC) intersections are bas...
Most unsignalised intersection capacity calculation procedures are based on gap acceptance models. A...
This paper aims to explore pedestrian temporal and spatial gap acceptance at uncontrolled mid-block ...
This paper attempts to identify factors that may influence the gap acceptance behavior of drivers wh...
The following paper describes a stochastic extension to earlier research into a generalised determin...
Review the methods for estimating gap acceptance and to estimate the critical gap at unsignalised T-...
This thesis reviews the concept of critical gap as a parameter within the stochastic modeling of a s...
Gap acceptance is an integral part of lane change models in microscopic traffic simulation. Offered ...
The efficiency of the entire transportation system depends on the capacity of the individual element...