Transferabilities of Urban Travel Demand Models

1983 ◽  
Vol 109 (4) ◽  
pp. 579-595 ◽  
Author(s):  
Fong‐Lieh Ou ◽  
Jason C. Yu
Author(s):  
Piyushimita (Vonu) Thakuriah ◽  
Ashish Sen ◽  
Siim Sööt ◽  
Ed J. Christopher

Considerable attention has been paid to the presence of nonresponse in large-scale travel surveys on the basis of which urban travel demand models are developed. It has been shown that the effect of nonresponse can be reduced by careful model building, with categorical trip generation models as an example. The same philosophy is extended to logit mode split models and exponential gravity models to show that the usual levels of nonresponse that one encounters in urban travel surveys have virtually no adverse effects on the parameter estimates of these models if the model has been specified correctly. Some simulation results are also presented to show the behavior of logit and exponential gravity model parameter estimates under conditions on nonresponse.


1976 ◽  
Vol 102 (3) ◽  
pp. 585-598
Author(s):  
Paul J. Ossenbruggen ◽  
Alex Li

1987 ◽  
Vol 18 ◽  
pp. 165-185
Author(s):  
Yasuhiro HIROBATA ◽  
Shogo KAWAKAMI ◽  
Young-Suk BAE ◽  
Hajime NAKAJIMA

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.  


2021 ◽  
Vol 184 ◽  
pp. 123-130
Author(s):  
Matthias Heinrichs ◽  
Rita Cyganski ◽  
Daniel Krajzewicz
Keyword(s):  

2021 ◽  
Vol 145 ◽  
pp. 324-341
Author(s):  
Sepehr Ghader ◽  
Carlos Carrion ◽  
Liang Tang ◽  
Arash Asadabadi ◽  
Lei Zhang

2021 ◽  
Vol 123 ◽  
pp. 102972
Author(s):  
Mohammad Hesam Hafezi ◽  
Naznin Sultana Daisy ◽  
Hugh Millward ◽  
Lei Liu

1987 ◽  
Vol 21 (6) ◽  
pp. 443-477 ◽  
Author(s):  
Marcel G. Dagenais ◽  
Marc J.I. Gaudry ◽  
Tran Cong Liem

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