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contributor authorJiao-na Chen
contributor authorXiang Zhang
contributor authorSheng-rui Zhang
contributor authorYin-Ii Jin
date accessioned2017-12-30T12:55:20Z
date available2017-12-30T12:55:20Z
date issued2017
identifier otherJHTRCQ.0000586.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243434
description abstractDifferent parameter results are produced using various methods with the same sample, which follows the lognormal distribution. Therefore, massive historical data of an expressway toll are collected to fit the lognormal distribution of the travel times of cars and trucks. Maximum likelihood estimation is compared with least squares estimation based on five indexes: the sum of squared errors (SSE), the SSE of the cumulative distribution function, the coefficient of determination, the relative error of the skewness coefficient, and the relative error of the kurtosis coefficient. Experimental results show that the maximum likelihood estimator is more efficient than the least squares estimator in fitting the cumulative probability distribution. The unit distance travel time reliability model for the section is established, and the parameter estimation method and the appropriate threshold are provided. Finally, the proposed model is validated using the Shaanxi expressway network in a case study. The results show that travel time reliability is affected by travel distance and departure time. In addition, departure time more significantly affects the travel delay of cars than that of trucks.
publisherAmerican Society of Civil Engineers
titleComparative Analysis of Parameter Evaluation Methods in Expressway Travel Time Reliability
typeJournal Paper
journal volume11
journal issue3
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000586
page93-99
treeJournal of Highway and Transportation Research and Development (English Edition):;2017:;Volume ( 011 ):;issue: 003
contenttypeFulltext


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