Modal Choice Modelling for Several Alternatives: Application of Disaggregate Demand Models in Santiago, Chile

Author(s):  
Juan de Dios Ortúzar ◽  
Patricio Donoso
2017 ◽  
Vol 2 (4) ◽  
Author(s):  
Stefan Huber

Modelling (intermodal) transport chains is of major relevance in order to support public sector decision-making regarding transport planning and policy measures assessment. However, the systematic and comprehensive analysis of freight transport models shows that only few existing models integrate transport chain choice in their modelling framework. These models, furthermore, differ in consideration of relevant aspects – such as actors, processes, transport market interactions or shipment and system related characteristics. The analysis reveals that there are several gaps in integrating transport chains in modelling in today’s modelling approaches and that there is no model that integrates all relevant aspects of transport chain choice properly. Future research and model development should therefore focus on closing the revealed gaps.


1989 ◽  
Vol 16 (4) ◽  
pp. 568-575 ◽  
Author(s):  
Rowena Ridout ◽  
Eric J. Miller

The use of the logit functional form is common in traditional, aggregate intercity passenger demand models. The use of disaggregate logit models (that is, models calibrated on data pertaining to individual travellers' behaviour and derivable from explicit assumptions concerning travellers' decision-making processes) in the intercity context is surprisingly rare. The major obstacle to such usage would appear to be a general lack of the disaggregate data required to calibrate these models. The major rationale for their use, on the other hand, is the potential that they possess for achieving a more “behavioural” representation of travellers' decision-making and actions.The paper presents a primarily empirical study of the use of disaggregate choice models to represent one component of intercity travel demand, choice of mode. Using 1969 Canadian Transport Commission (CTC) survey data for the Windsor–Quebec City corridor, a disaggregate logit model of common carrier modal choice is presented and discussed. Despite its age and the lack of the auto mode, the CTC data set was used in this study because it appears to be the best disaggregate data set currently available in Canada. The paper also discusses several key issues involved in the development of this model and in its use in intercity passenger demand forecasting, including model data requirements and comparison of the model's predictive performance with traditional aggregate models. Key words: intercity passenger travel, mode choice, disaggregate logit model.


2008 ◽  
Vol 37 (7) ◽  
pp. 356-362 ◽  
Author(s):  
Jochen Gönsch ◽  
Robert Klein ◽  
Claudius Steinhardt

2013 ◽  
Vol 12 (3) ◽  
Author(s):  
Rusmadi Suyuti

Traffic information condition is a very useful  information for road user because road user can choose his best route for each trip from his origin to his destination. The final goal for this research is to develop real time traffic information system for road user using real time traffic volume. Main input for developing real time traffic information system is an origin-destination (O-D) matrix to represent the travel pattern. However, O-D matrices obtained through a large scale survey such as home or road side interviews, tend to be costly, labour intensive and time disruptive to trip makers. Therefore, the alternative of using traffic counts to estimate O-D matrices is particularly attractive. Models of transport demand have been used for many years to synthesize O-D matrices in study areas. A typical example of the approach is the gravity model; its functional form, plus the appropriate values for the parameters involved, is employed to produce acceptable matrices representing trip making behaviour for many trip purposes and time periods. The work reported in this paper has combined the advantages of acceptable travel demand models with the low cost and availability of traffic counts. Two types of demand models have been used: gravity (GR) and gravity-opportunity (GO) models. Four estimation methods have been analysed and tested to calibrate the transport demand models from traffic counts, namely: Non-Linear-Least-Squares (NLLS), Maximum-Likelihood (ML), Maximum-Entropy (ME) and Bayes-Inference (BI). The Bandung’s Urban Traffic Movement survey has been used to test the developed method. Based on several statistical tests, the estimation methods are found to perform satisfactorily since each calibrated model reproduced the observed matrix fairly closely. The tests were carried out using two assignment techniques, all-or-nothing and equilibrium assignment.  


2012 ◽  
Author(s):  
Itai Sher ◽  
Kyoo il Kim
Keyword(s):  

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