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    Random Coefficient Models for Work Zone Headway Distribution

    Source: Journal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 010
    Author:
    Jinxian Weng
    ,
    Xiafan Gan
    ,
    Gang Du
    DOI: 10.1061/JTEPBS.0000268
    Publisher: American Society of Civil Engineers
    Abstract: Vehicle headways in work zones are disaggregated into two types in this study—truck-involved (e.g., car-truck) and nontruck-involved (e.g., car-car) headways. Considering the possible effects of vehicle-following patterns and unobserved heterogeneity, we have developed a multivariate distribution model with random coefficients for each headway type using the work zone headway data from Singapore. Five headway distribution types, including the lognormal, normal, gamma, log-logistic, and Weibull, are considered. The lognormal distribution is found to be the best pattern for both headway types. Results show that, for any given distribution pattern, the distribution model with random coefficients could provide better goodness-of-fit than the model with fixed coefficients. It is further found that there is a bigger effect of work intensity on the truck-involved headways than the nontruck-involved headways. In addition, both types of headways decrease as the traffic flow or truck percentage increases. The likelihood ratio test results confirm the necessity of building a separate distribution model for each headway type in work zones.
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      Random Coefficient Models for Work Zone Headway Distribution

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4260314
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorJinxian Weng
    contributor authorXiafan Gan
    contributor authorGang Du
    date accessioned2019-09-18T10:41:24Z
    date available2019-09-18T10:41:24Z
    date issued2019
    identifier otherJTEPBS.0000268.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260314
    description abstractVehicle headways in work zones are disaggregated into two types in this study—truck-involved (e.g., car-truck) and nontruck-involved (e.g., car-car) headways. Considering the possible effects of vehicle-following patterns and unobserved heterogeneity, we have developed a multivariate distribution model with random coefficients for each headway type using the work zone headway data from Singapore. Five headway distribution types, including the lognormal, normal, gamma, log-logistic, and Weibull, are considered. The lognormal distribution is found to be the best pattern for both headway types. Results show that, for any given distribution pattern, the distribution model with random coefficients could provide better goodness-of-fit than the model with fixed coefficients. It is further found that there is a bigger effect of work intensity on the truck-involved headways than the nontruck-involved headways. In addition, both types of headways decrease as the traffic flow or truck percentage increases. The likelihood ratio test results confirm the necessity of building a separate distribution model for each headway type in work zones.
    publisherAmerican Society of Civil Engineers
    titleRandom Coefficient Models for Work Zone Headway Distribution
    typeJournal Paper
    journal volume145
    journal issue10
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.0000268
    page04019042
    treeJournal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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