Optimal operation of displaced left-turn intersections: A lane-based approach
暂无分享,去创建一个
[1] William H. K. Lam,et al. Integrated Model for Lane-Use and Signal-Phase Designs , 1997 .
[2] Joseph E. Hummer,et al. Alternative Intersections/Interchanges: Informational Report (AIIR) , 2010 .
[3] Seunghyeon Lee,et al. Real-time estimation of lane-based queue lengths at isolated signalized junctions , 2015 .
[4] Ajay K. Rathi,et al. A restricted branch-and-bound approach for generating maximum bandwidth signal timing plans for traffic networks , 1998 .
[5] Xinkai Wu,et al. Identification of oversaturated intersections using high-resolution traffic signal data , 2010 .
[6] Siyang Xie,et al. Capacity Optimization of an Isolated Intersection under the Phase Swap Sorting Strategy , 2014 .
[7] B G Heydecker,et al. CALCULATION OF SIGNAL SETTINGS TO MINIMISE DELAY AT A JUNCTION , 1987 .
[8] R Goldblatt,et al. CONTINUOUS FLOW INTERSECTIONS , 1994 .
[9] Yang Lu,et al. Development of Planning-Stage Models for Analyzing Continuous Flow Intersections , 2013 .
[10] Mohamed El Esawey,et al. Comparison of Two Unconventional Intersection Schemes , 2007 .
[11] Michael Hunter,et al. Signal design for displaced left-turn intersection using Monte Carlo method , 2014 .
[12] Gregory F Parsons. The Parallel Flow Intersection: A New Two-Phase Signal Alternative , 2007 .
[13] Praveen Edara,et al. Performance Analysis of Parallel Flow Intersection and Displaced Left-Turn Intersection Designs , 2010 .
[14] Ladda Tanwanichkul,et al. Determining the Optimum Distance of Continuous Flow Intersection Using Traffic Micro-simulation , 2011 .
[15] Joe G Bared,et al. Design and Operational Performance of Crossover Displaced Left-Turn Intersections , 2004 .
[16] Jing Zhao,et al. Increasing the Capacity of Signalized Intersections with Dynamic Use of Exit Lanes for Left-Turn Traffic , 2013 .
[17] F. Webster. TRAFFIC SIGNAL SETTINGS , 1958 .
[18] John D. C. Little,et al. MAXBAND : a versatile program for setting signals on arteries and triangular networks , 1981 .
[19] Ck K. Wong,et al. Optimal allocation of turns to lanes at an isolated signal-controlled junction , 2011 .
[20] Xinkai Wu,et al. Managing oversaturated signalized arterials: A maximum flow based approach , 2013 .
[21] Yue Liu,et al. Coordinated Optimization of Signal Timings for Intersection Approach with Presignals , 2013 .
[22] Vaughan W Inman. Evaluation of Signs and Markings for Partial Continuous Flow Intersection , 2009 .
[23] Assimakopoulos,et al. INTERURBAN ACCIDENT PREDICTION BY ADMINISTRATIVE AREA APPLICATION IN GREECE , 1994 .
[24] Xinkai Wu,et al. A continuous-flow-intersection-lite design and traffic control for oversaturated bottleneck intersections , 2015 .
[25] J. P. Silcock. Designing signal-controlled junctions for group-based operation , 1997 .
[26] Thomas E. Hildebrand,et al. Unconventional Intersection Designs for Improving Through Traffic along the Arterial Road , 2007 .
[27] Carlos F. Daganzo,et al. Increasing the Capacity of Signalized Intersections with Separate Left-Turn Phases , 2011 .
[28] Wanjing Ma,et al. Operation of Signalized Diamond Interchanges with Frontage Roads Using Dynamic Reversible Lane Control , 2014 .
[29] Joseph E. Hummer. UNCONVENTIONAL LEFT-TURN ALTERNATIVES FOR URBAN AND SUBURBAN ARTERIALS--PART ONE , 1998 .
[30] Tarek Sayed,et al. Analysis of unconventional arterial intersection designs (UAIDs): state-of-the-art methodologies and future research directions , 2013 .
[31] Wanjing Ma,et al. Coordinated Optimization Model for Signal Timings of Full Continuous Flow Intersections , 2013 .
[32] Joe G Bared,et al. Design and Performance Analysis of Pedestrian Crossing Facilities for Continuous Flow Intersections , 2005 .
[33] Chak-Kuen Wong,et al. A Lane-Based Optimization Method for Minimizing Delay at Isolated Signal-Controlled Junctions , 2003, J. Math. Model. Algorithms.
[34] Diego H Carroll,et al. Operational Effects of Continuous Flow Intersection Geometrics , 2013 .
[35] R E Allsop. SIGSET: A COMPUTER PROGRAM FOR CALCULATING TRAFFIC SIGNAL SETTINGS , 1971 .
[36] Benjamin Heydecker,et al. Optimising the control performance of traffic signals at a single junction , 1988 .
[37] Shing Chung Josh Wong,et al. Lane-based optimization of signal timings for isolated junctions , 2003 .
[38] Giulio Erberto Cantarella,et al. Control system design for an individual signalized junction , 1984 .