KLIBAVI IUS A, PALIULISGM. Increasing the Capacity of Intersections by Short Traffic Lanes［J］Transport, 2012,27(1):67-72
[2]
张云颜,黄炜,李文权信号交叉口通行能力扩展［J］解放军理I-大学学报:自然科学版,2004, 5 (5):79-82ZHANG Yun-yan, HUANG Wei, LI Wen-quan Enlarging Capacity of Signal Intersection［J］Journal of PLA University of Science and Technology, 2004,5 (5):79-82
[3]
吴兵,李哗交通管理与控制［M］. 3版人民交通出版社,2005WU Bing, LI Ye. Traffic; Management and Control［M］3rd ed. Beijing; China Communications Press,2005
[4]
LEE J J, P OUPHAIL N M,HUMMEP J E. Models for Lane Utilization Prediction for Lane Drop Intersections ［J］Transportation Research Record, 2005,1912:47-56.
[5]
TIAN Z,WU N,VANDEHEY M. Capacity at SignalizedIntersection Approach with a Short Right-Turn Lane
[6]
[C/CD]//81 st Annual Meeting of the TransportationP esearch Board Washington, D. C:TransportationResearch Board, 2002
[7]
Transportation Research Boand. Highway Capacity Manual［M］Washington, D. C:Transportation ResearchBoard, 2000
[8]
AKCELIK R. Traffic Signals:Capacity and TimingAnalysis［M］. Australia:ARRB Croup Limited, 1981
[9]
BRILONW,GROSSMANN M, BLANKE H. Method forCalculating the Performance and Quality of Traffic; Flow onRoads ( proposed German Highway Capacity Manual )［M］Germany; Research Road and Traffic; Engineering, 1994
[10]
AKCELIK R. Lane-by-lane Modelling of Unequal LaneUse and Flares at Roundabouts and Signalised Intersections:the SIDRA Solution［J］. Traffic Engineering&Control,1997,38 (7):388-399
[11]
蒋金勇信号控制平面交叉口通行能力与信号周期之 间的关系［J］交通与运输:学术版,2007 (2)32-34 JIANG Jin-gong. Relationship between Capacity and Cycle Length at a Signalized Intersection［J］Traffic and Transportation:Academic; Edition, 2007 (2):32-34
[12]
TIAN Z Z,WU N. Probabilistic; Model for Signalized Intersection Capacity with a Short Right-Turn Lane［J］Journel of Transportation Engineering, 2006,132(3):205
[13]
WU N. Total Capacity of Shared-Short Lanes at SignalizedIntersection:A Generalized Approach Based on SimulationStudy［M］Washington, D. C:TransportationResearch Board, 2007
[14]
KIKUCHI S, KRONPRASERT N,KII M. Lengths of TurnLanes on Intersection Approaches:Three-branch ForkLanes-Left-turn, Through, and Right-turn Lanes［J］Transportation Research Record, 2007,2023:92-101
[15]
蔡成彪拓宽式渠化交叉口通行能力计算［J］城市道桥与防洪,2004 (3); 88-90CAI Cheng-biao. Calculation of Capacity at Widening TypeChannelization Intersections［J］Urban P oads Bridgesand Flood Control, 2004(3):88-90
[16]
杨晓光,赵靖,曾It,等短车道对信号交叉口通行能力影响研究［J］公路交通科技,2008, 2s (12>:15l-156YANG Xiao-guang, ZHAO Jing, ZENG Ying, et alResearch on Impact of Short Lane on SignalizedIntersection Capacity［J］Journal of Highway andTransportation Research and Development, 2008,2s(12):151-156
[17]
杨晓光城市道路交通设计指南
[18]
[M〕北京:人民交通出版社,2003YANG Xiao-guang. Manual of Urban Traffic Design［M］Beijing; China Communications Press,2003
[19]
裴玉龙,程国柱基于交通仿真的拓宽交叉口服务通行能力研究［J］交通与计算机,2003, 21 (5):70-73PEI Yu-long, CHENG Guo-zhu. Research into ServiceCapacity of Traffic; Simulation-based Widened Intersection［J］. Computer and Communications,2003 (5):70-73
[20]
程国柱,秦丽辉路口拓宽条件下专用左转车道通行能力分析及设计方法研究［J］占林建筑I_程学院学报,2007,24(1):28-32CHENG Guo-zhu, ( IN Li-hui. Analysis on Capacity of Exclusive Left-turn Lane and Study on Design Method ofWidening Approach［J］Journal of Jilin InstituteArc;hitec;tural&Civil Engineering, 2007,24(1):28-32
[21]
李葆青交叉口拓宽车道引起通行能力折减影响因素［J］交通建设与管理,2012 (6):90-91 LI Bao-qing. Effect Factors of Capacity on Extended Lane［J］. Transportation Construction and Management, 2012(6):90-91
[22]
张海,赵靖出口道短车道对信号控制交叉口通行能力影响［J］中国市政I_程,2007 (5); 1-3ZHAN( Hai,ZHAO Jing. Impact of Short Lane onSignalized Intersection Capacity［J］China MunicipalEngineering, 2007 (5):1-3
