Application of Finite Mixture of Regression Model with Varying Mixing Probabilities to Estimation of Urban Arterial Travel Times

被引:35
作者
Chen, Peng [1 ]
Yin, Kai [2 ]
Sun, Jian [3 ]
机构
[1] Beihang Univ, Dept Transportat Sci & Engn, Beijing 100191, Peoples R China
[2] Texas A&M Univ, Dept Civil Engn, Dwight Look Coll Engn, College Stn, TX 77843 USA
[3] Tongji Univ, Dept Traff Engn, Key Lab Rd & Traff Engn, Minist Educ, Shanghai 201804, Peoples R China
关键词
Identification (control systems) - Mixing - Mixtures - Probability distributions - Regression analysis - Traffic control - Traffic signals;
D O I
10.3141/2442-11
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Travel time along an urban arterial is greatly affected by traffic signals. Most studies on urban travel time use statistical models to obtain the distribution directly without incorporating the effects of traffic signal timing. In this study, a finite mixture of regression model with varying mixing probabilities (weights) was proposed to gain a better understanding of urban travel time distribution through consideration of signal timing. Standard finite mixture models with constant mixing probabilities have a limited ability to adapt to underlying random structural changes for observed travel times. The model developed in this study can capture such dynamics by (a) modeling the mixing probabilities as a function of the explanatory variables associated with signal timing and (b) establishing a linear regression between the mean of each component and signal timing. The finite mixture of regression model was applied to the travel time data collected by the automatic vehicle identification system on one urban arterial with the Sydney coordinated adaptive traffic system (SCATS). The results demonstrate that the varying mixing probabilities can be used to classify the samples of travel time, and the mean values of components can capture the effects of signal timing. By comparing various types of mixture models, the proposed approach not only has a better statistical fitting performance but also provides useful information about travel time features.
引用
收藏
页码:96 / 105
页数:10
相关论文
共 25 条
[1]  
[Anonymous], 2010, Highway Capacity Manual 2010
[2]  
[Anonymous], 90 ANN M TRANSP RES
[3]  
[Anonymous], 2006, SCATS TRAFF REP 6 4
[4]  
[Anonymous], 2013, SHRP 2 PROJ L02 EST
[5]   Relating Travel Time Reliability and Nonrecurrent Congestion with Multistate Models [J].
Barkley, Tiffany ;
Hranac, Rob ;
Petty, Karl .
TRANSPORTATION RESEARCH RECORD, 2012, (2278) :13-20
[6]   MAXIMUM LIKELIHOOD FROM INCOMPLETE DATA VIA EM ALGORITHM [J].
DEMPSTER, AP ;
LAIRD, NM ;
RUBIN, DB .
JOURNAL OF THE ROYAL STATISTICAL SOCIETY SERIES B-METHODOLOGICAL, 1977, 39 (01) :1-38
[7]   Using real-life dual-loop detector data to develop new methodology for estimating freeway travel time reliability [J].
Emam, Emam B. ;
Al-Deek, Haitham .
FREEWAY OPERATIONS AND HIGH OCCUPANCY VEHICLE SYSTEMS 2006, 2006, (1959) :140-150
[8]  
Fan J., 2002, Nonlinear Time Series: Nonparametric and Parametric Methods
[9]  
Feng Y., 2012, 91 ANN M TRANSP RES
[10]   Multistate Travel Time Reliability Models with Skewed Component Distributions [J].
Guo, Feng ;
Li, Qing ;
Rakha, Hesham .
TRANSPORTATION RESEARCH RECORD, 2012, (2315) :47-53