Evaluation of Two Improved Schemes at Non-Aligned Intersections Affected by a Work Zone with an Entropy Method
暂无分享,去创建一个
Christian G. Claudel | Huan Wu | Xueyan Han | Binghong Pan | Yang Shao | Zhongbin Luo | Shangru Liu | C. Claudel | Binghong Pan | Yang Shao | Xueyan Han | Huan Wu | Shangru Liu | Zhongbin Luo
[1] Kairan Zhang,et al. Crash severity analysis of nighttime and daytime highway work zone crashes , 2019, PloS one.
[2] Christian G. Claudel,et al. Evaluating Signalization and Channelization Selections at Intersections Based on an Entropy Method , 2019, Entropy.
[3] Jing Zhao,et al. Optimal operation of displaced left-turn intersections: A lane-based approach , 2015 .
[4] Simon Washington,et al. The significance of endogeneity problems in crash models: an examination of left-turn lanes in intersection crash models. , 2006, Accident; analysis and prevention.
[5] Suk-Ki Lee,et al. The potential to implement a superstreet as an unconventional arterial intersection design in Korea , 2011 .
[6] Alberto M Figueroa,et al. Comparative Analysis between Distracted Driving Texting Laws and Driver’s Behavior in Construction Work Zones , 2019, Journal of Legal Affairs and Dispute Resolution in Engineering and Construction.
[7] Mohamed Abdel-Aty,et al. Developing a grouped random parameters multivariate spatial model to explore zonal effects for segment and intersection crash modeling , 2018, Analytic Methods in Accident Research.
[8] Yusheng Ci,et al. A Novel Methodology for Estimating the Capacity and Level of Service for the New Mega Elliptical Roundabout Intersection , 2020 .
[9] Nikiforos Stamatiadis,et al. A simulation-based approach in determining permitted left-turn capacities , 2015 .
[10] Yifeng Xue,et al. Primary Air Pollutants Emissions Variation Characteristics and Future Control Strategies for Transportation Sector in Beijing, China , 2020 .
[11] Huapu Lu,et al. Investigating the Impact of Various Risk Factors on Victims of Traffic Accidents , 2020, Sustainability.
[12] Tie-Qiao Tang,et al. A speed guidance model accounting for the driver’s bounded rationality at a signalized intersection , 2017 .
[13] Jing Zhao,et al. Increasing the Capacity of Signalized Intersections with Dynamic Use of Exit Lanes for Left-Turn Traffic , 2013 .
[14] Mahdieh Allahviranloo,et al. Evaluating the Traffic and Emissions Impacts of Congestion Pricing in New York City , 2020 .
[15] Haizhong Wang,et al. Measuring the impacts of connected vehicles on travel time reliability in a work zone environment: an agent-based approach , 2020, J. Intell. Transp. Syst..
[16] Mustafa Hamurcu,et al. Strategic Planning Based on Sustainability for Urban Transportation: An Application to Decision-Making , 2020, Sustainability.
[17] Yu Song,et al. Evaluation of GPS-Based Transit Signal Priority for Mixed-Traffic Bus Rapid Transit , 2016 .
[18] Nagui M. Rouphail,et al. Estimating Operational Impacts of Freeway Work Zones on Extended Facilities , 2010 .
[19] Yilei Huang,et al. Driver responses to graphic-aided portable changeable message signs in highway work zones , 2019 .
[20] Pan Liu,et al. Can Left-turn Waiting Areas Improve the Capacity of Left-turn Lanes at Signalized Intersections? , 2012 .
[21] Peter Stone,et al. A Multiagent Approach to Autonomous Intersection Management , 2008, J. Artif. Intell. Res..
[22] Min Zhang,et al. Practical Road-Resistance Functions for Expressway Work Zones in Occupied Lane Conditions , 2019, Sustainability.
[23] Jing Dong,et al. Predicting Freeway Work Zone Capacity Distribution Based on Logistic Speed-Density Models , 2018 .
[24] Myungseob Kim,et al. Development of conflict techniques for left-turn and cross-traffic at protected left-turn signalized intersections , 2010 .
[25] H. B. Zhu,et al. Analysis of traffic congestion induced by the work zone , 2016 .
[26] Huan Wu,et al. Evaluating the sustainable traffic flow operational features of an exclusive spur dike U-turn lane design , 2019, PloS one.
[27] Peter T. Martin,et al. Development and Evaluation of Algorithm for Resolution of Conflicting Transit Signal Priority Requests , 2012 .
[28] Khaled Shaaban,et al. Critical Gap Comparison between One-, Two-, and Three-Lane Roundabouts in Qatar , 2020, Sustainability.
[29] Haris N. Koutsopoulos,et al. Travel time estimation for urban road networks using low frequency probe vehicle data , 2013, Transportation Research Part B: Methodological.
[30] Gregory L. Newmark,et al. Reducing Rural Car Ownership: Cultural Not Policy Changes? , 2018, Transportation Research Record: Journal of the Transportation Research Board.
[31] Igor Dakic,et al. Upgrade Evaluation of Traffic Signal Assets: High-resolution Performance Measurement Framework , 2018 .
[32] Shriniwas S Arkatkar,et al. Effect of Construction Work Zone on Traffic Stream Parameters Using Vehicular Trajectory Data under Mixed Traffic Conditions , 2020 .
[33] Igor Dakic,et al. Comparison of adaptive traffic control benefits for recurring and non-recurring traffic conditions , 2017 .
[34] Changxi Ma,et al. Developing a Coordinated Signal Control System for Urban Ring Road Under the Vehicle-Infrastructure Connected Environment , 2018, IEEE Access.
[35] Kevin Balke,et al. Regional Impact of Roadway Construction on Traffic Operations , 2012 .
[36] Milan Zlatkovic,et al. Assessment of effects of street connectivity on traffic performance and sustainability within communities and neighborhoods through traffic simulation , 2019 .
[37] Milan Zlatkovic,et al. Performance-Based Warranty Contracts for Pavement Markings , 2015 .
[38] Wei Zhou,et al. Research on relic protection in Xi'an subway engineering , 2011 .
[39] Bo Du,et al. Artificial Neural Network Model for Estimating Temporal and Spatial Freeway Work Zone Delay Using Probe-Vehicle Data , 2016 .
[40] Stephen P. Mattingly,et al. An optimization-based traffic diversion model during construction closures , 2019, Comput. Aided Civ. Infrastructure Eng..
[41] Wanjing Ma,et al. Increasing the capacity of signalized intersections with left-turn waiting areas , 2017 .
[42] Zong Tian,et al. Operational analysis of the contraflow left-turn lane design at signalized intersections in China , 2016 .
[43] Lee Vien Leong,et al. Effects of Short Exit Lane on Gap-Acceptance and Merging Behavior of Drivers Turning Right at Unconventional T-Junctions , 2020, International Journal of Civil Engineering.
[44] Carlos F. Daganzo,et al. Increasing the Capacity of Signalized Intersections with Separate Left-Turn Phases , 2011 .
[45] Thomas J Triggs,et al. Driving simulator validation for speed research. , 2002, Accident; analysis and prevention.
[46] Mahmoud Ahmed Taha. Impact of Using Indirect Left-turns on Signalized Intersections , 2015 .
[47] Michael Hunter,et al. A calibration procedure for increasing the accuracy of microscopic traffic simulation models , 2017, Simul..
[48] Xinqiang Chen,et al. Traffic Flow Prediction at Varied Time Scales via Ensemble Empirical Mode Decomposition and Artificial Neural Network , 2020 .
[49] Hamid Ez-Zahraouy,et al. Phase diagram of a non-signalized T-shaped intersection , 2016 .
[50] Hao Wang,et al. Evaluating the Operational Features of an Unconventional Dual-Bay U-Turn Design for Intersections , 2016, PloS one.
[51] Xuedong Yan,et al. Effects of major-road vehicle speed and driver age and gender on left-turn gap acceptance. , 2007, Accident; analysis and prevention.
[52] Kyoungmin Kim,et al. Case Study on the Evaluation of Equipment Flow at a Construction Site , 2010 .
[53] Xinkai Wu,et al. A continuous-flow-intersection-lite design and traffic control for oversaturated bottleneck intersections , 2015 .
[54] Michael Hunter,et al. Signal design for displaced left-turn intersection using Monte Carlo method , 2014 .
[55] Yue Liu,et al. Dynamic Lane-Based Signal Merge Control for Freeway Work Zone Operations , 2019 .
[56] Praveen Edara,et al. Traffic Flow Modeling of Diverse Work Zone Activities , 2018 .