杨佩昆.车辆通过冲突点的红绿灯交叉口通行能力的分析方法[J].同济大学学报,1981(3):68-76. YANG Pei-kun.An Analytical Method Based on Conflicts for Vehicular Capacity at Signalized Intersections[J].Journal of Tongji University,1981(3):68-76.
[2]
Transportation Research Board.Highway Capacity Manual:2000[M].Washington DC:Transportation Research Board,2000.
[3]
Transportation Research Board.HCM2010:Highway Capacity Manual[M].Washington DC:Transportation Research Board,2010.
[4]
Federal Highway Research Institute.HBS 2010:German Highway Capacity Manual[M].Koeln:FGSV Verlag GmbH,2010.
[5]
Japan Road Association.Highway Capacity[M].Tokyo:Japan Road Association,1984.
[6]
TEPLY S,ALLINGHAM D I,RICHARDSON D B,et al.Canadian Capacity Guide for Signalized Intersections[M].3rd ed.Ottawa:Institute of Transportation Engineers,2008.
[7]
AKCELIK R.Traffic Signals:Capacity and Timing Analysis[M].Melbourne:Australian Road Research Board,1981.
[8]
PETERSON B E,HANSSON A,BANG K,et al.Swedish Capacity Manual[M].Borlnge:National Swedish Road Admini-stration,1977.
[9]
LUTTINEN R T,NEVALA R.Capacity and Level of Service of Finnish Signalized Intersections[M].Helsinki:Finnish Road Administration,2002.
[10]
杨小文,李克平.国标确定信号控制交叉口规划通行能力的方法[J].城市交通,2013,11(3):8-14. YANG Xiao-wen,LI Ke-ping.Methodologies for Determining the Capacity of Signalized Intersections in the National Standard in China[J].Urban Transport of China,2013,11(3):8-14.
[11]
邵长桥.城市道路信号交叉口通行能力研究[M].北京:人民交通出版社,2013. SHAO Chang-qiao.Capacity Analysis for Urban Street Signalized Intersection[M].Beijing:China Communications Press,2013.
[12]
CJJ 37—90,城市道路设计规范[S]. CJJ 37—90,Design Regulation of Urban Road Engineering[S].
[13]
徐吉谦,陈学武.交通工程总论[M].3版.北京:人民交通出版社,2008. XU Ji-qian,CHEN Xue-wu.Fundamentals of Traffic Engineering[M].3rd ed.Beijing:China Communications Press,2008.
RAHMAN M,NUR-UD-DEEN S A,HASSAN T.Comparison of Saturation Flow Rate at Signalized Intersections in Yokohama and Dhaka[J].Proceedings of the Eastern Asia Society for Transportation Studies,2005(5):959-966.
[19]
BRANSTON D,GIPPS P.Some Experiences with a Multiple Linear Regression Method of Estimating Parameters of the Traffic Signal Departure Process[J].Transportation Research Part A,1981,15(6):445-458.
[20]
KIMBER R M,MCDONALD M,HOUNSELL N.Passenger Car Units in Saturation Flows:Concept,Definition,Derivation[J].Transportation Research Part B,1985,19(1):39-61.
[21]
STOKES R W,STOVER V G,MESSER C J.Use and Effectiveness of Simple Linear Regression to Estimate Saturation Flows at Signalized Intersections[J].Transportation Research Record,1986,1091:95-101.
[22]
Transportation and Road Research Laboratory.A Method of Measuring Saturation Flow at Traffic Signals[M].London:HM Stationery Office,1963.
[23]
TARKO A P,TRACZ M.Uncertainty in Saturation Flow Predictions[C]//BRILON W.Proceedings of Fourth International Symposium on Highway Capacity.Washington DC:Transportation Research Board,2000:310-321.
[24]
DUNLAP B M.Field Measurement of Ideal Saturation Flow Rate from the Highway Capacity Manual[D].Morgantown:West Virginia University,2005.
[25]
HEIMBACH C L,CRIBBINS P D,CHANG M S.Some Partial Consequences of Reduced Traffic Lane Widths on Urban Arterials[J].Transportation Research Record,1983,923:69-72.
[26]
MARTENS M H,COMPTE E,KAPTEIN N A.The Effects of Road Design on Speed Behaviour:A Literature Review[R].Soesterberg:TNO Human Factors Research Institute,1997.
[27]
HARWOOD D W.Effective Utilization of Street Width on Urban Arterials[M].Washington DC:Transportation Research Board,1990.
[28]
FITZPATRICK K,CARLSON P J,WOOLDRIDGE M D,et al.Design Factors That Affect Driver Speed on Suburban Arterials[R].Arlington:Texas Transportation Institute,2000.
[29]
POTTS I B,RINGERT J F,BAUER K M,et al.Relationship of Lane Width to Saturation Flow Rate on Urban and Suburban Signalized Intersection Approaches[J].Transportation Research Record,2007,2027:45-51.
[30]
MILLER A J.The Capacity of Signalized Intersections in Australia[M].Melbourne:Australian Road Research Board,1968.
[31]
BRANSTON D,VAN ZUYLEN H.The Estimation of Saturation Flow,Effective Green Time and Passenger Car Equivalents at Traffic Signals by Multiple Linear Regression[J].Transport Research,1978,12(1):47-53.
[32]
STEUART G N,SHIN B Y.The Effect of Small Cars on the Capacity of Signalized Intersections[J].Transportation Science,1978,12(3):250-263.
[33]
SOSIN J A.Delays at Intersections Controlled by Fixed-cycle Traffic Signals[J].Traffic Engineering and Control,1980,21(8/9):407-413.
[34]
TEPLY S.Highlights of the Canadian Capacity Guide for Signalized Intersections[J].Transportation Research Record,1985,1005:20-28.
[35]
KOCKELMAN K M,SHABIH R A.Effect of Light-duty Trucks on the Capacity of Signalized Intersections[J].Journal of Transportation Engineering,2000,126(6):506-512.
[36]
TSAO S,CHU S.Adjustment Factors for Heavy Vehicles at Signalized Intersections[J].Journal of Transportation Engineering,1995,121(2):150-157.
[37]
BENEKOHAL R,ZHAO W.Delay-based Truck Equivalencies at Signalized Intersections:Results and Field Data[C]//RYSGAARD R.Proceedings of Third International Symposium on Highway Capacity.Copenhagen:Danish Road Directorate,1998:85-100.
[38]
赵靖,杨晓光,白玉,等.公交专用进口道对信号控制交叉口通行能力的影响[J].城市交通,2008,6(5):74-79. ZHAO Jing,YANG Xiao-guang,BAI Yu,et al.Investigation on Impacts of Bus Lane on Capacities of Signalized Intersections[J].Urban Transport of China,2008,6(5):74-79.
[39]
Transportation Research Board.Transit Capacity and Quality of Service Manual[M].2nd ed.Washington DC:Transportation Research Board,2003.
[40]
余宗广.城市公交车辆进站停靠对道路通行能力影响研究[D].成都:西南交通大学,2009. YU Zong-guang.The Capacity Change Considering the Influence the Bus Stop[D].Chengdu:Southwest Jiaotong University,2009.
[41]
WU Di,ZHAO Jing,YANG Xiao-guang.Impact of Bus Stop on Signalized Intersection Capacity[C]//GUERRERO J E.Proceedings of 2009 Second International Conference on Intelligent Computation Technology and Automation.Washington DC:IEEE Computer Society,2009:619-624.
[42]
ZHOU Y,LU J J,MIERZEJEWSKI E A,et al.Impact of Non-local Drivers on the Capacity at Signalized Intersections[R].Tampa:University of South Florida,1999.
[43]
TORBIC D,ELEFTERIADOU L.Effects of Driver Population on the Traffic Operational Performance of Signalized Intersections[C]//BRILON W.Proceedings of Fourth International Symposium on Highway Capacity.Washington DC:Transportation Research Board,2000:336-347.
[44]
LEISCH J E.Capacity Analysis Techniques for Design of Signalized Intersections Installment No.1[J].Public Roads,1967,34(9):171-209.
[45]
MCCOY P T,TOBIN J R.Use of Additional Through Lanes at Signalized Intersections[J].Transportation Research Record,1982,869:1-5.
[46]
HURELY J W.Utilization of Auxiliary Through Lanes at Signalized Intersections with Downstream Lane Reductions[J].Transportation Research Record,1997,1572:167-173.
[47]
TARAWNEH M S,TARAWNEH T M.Effect on Utilization of Auxiliary Through Lanes of Downstream Right-turn Volume[J].Journal of Transportation Engineering,2002,128(5):458-464.
[48]
LEE J J.Impact of Lane Drops on Intersection Capacity[D].Raleigh:North Carolina State University,2005.
[49]
蒋金勇.单点及干道交通组织与信号配时改善研究[D].上海:同济大学,2007. JIANG Jin-yong.Research on the Improvement of Traffic Organization and Signal Timing for Isolated Intersections and Arterial Roads[D].Shanghai:Tongji University,2007.
[50]
马万经,陆艳,安琨,等.短车道信号控制交叉口通行能力概率模型[J].同济大学学报:自然科学版,2012,40(11):1641-1646. MA Wan-jing,LU Yan,AN Kun,et al.Probabilistic Model for Signalized Intersection Capacity with Short Lanes[J].Journal of Tongji University:Natural Science,2012,40(11):1641-1646.
[51]
程国柱.路口拓宽条件下信号交叉口通行能力研究[D].哈尔滨:哈尔滨工业大学,2002. CHENG Guo-zhu.Research on the Capacity of Widened Signalized Intersection[D].Harbin:Harbin Institute of Technology,2002.
[52]
TIAN Z Z,WU N.Probabilistic Model for Signalized Intersection Capacity with a Short Right-turn Lane[J].Journal of Transportation Engineering,2006,132(3):205-212.
[53]
杨晓光,赵靖,曾滢,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,2008,25(12):151-156. YANG Xiao-guang,ZHAO Jing,ZENG Ying,et al.Research on Impact of Short Lane on Signalized Intersection Capacity[J].Journal of Highway and Transportation Research and Development,2008,25(12):151-156.
[54]
赵靖,白玉,杨晓光.基于回归分析的右转通行能力行人自行车修正[J].公路交通科技,2012,29(2):120-126. ZHAO Jing,BAI Yu,YANG Xiao-guang.A Regression-based Pedestrian-bicycle Adjustment Factor for Capacity of Right-turn Movements[J].Journal of Highway and Transportation Research and Development,2012,29(2):120-126.
[55]
COEYMANS J E,HERRERA J C.Estimating Values for Traffic Parameters in Turning Lanes[J].Transportation Research Record,2003,1852:47-54.
[56]
杨晓光,马万经,林瑜.两相位信号控制交叉口行人专用相位设置条件研究[J].公路交通科技,2005,22(1):127-131. YANG Xiao-guang,MA Wan-jing,LIN Yu.Criterion of Setting Exclusive Pedestrian at Two-phase Signalized Intersections[J].Journal of Highway and Transportation Research and Development,2005,22(1):127-131.
[57]
王殿海,金勇,陈永恒.提前右转机动车的通行能力[J].吉林大学学报:工学版,2005,35(5):467-472. WANG Dian-hai,JIN Yong,CHEN Yong-heng.Passing Capacity of Advance Right-turn Motor Vehicles[J].Journal of Jilin University:Engineering and Technology Edition,2005,35(5):467-472.
[58]
BRILON W,MILTNER T.Capacity at Intersections Without Traffic Signals[J].Transportation Research Record,2005,1920:32-40.
[59]
CHEN Xiao-ming,SHAO Chun-fu,HAO Yue.Influence of Pedestrian Traffic on Capacity of Right-turning Movements at Signalized Intersections[J].Transportation Research Record,2008,2073:59-67.
[60]
陈晓明,邵春福,熊志华.混合交通信号交叉口的通行能力可靠度[J].中国公路学报,2008,21(4):99-104. CHEN Xiao-ming,SHAO Chun-fu,XIONG Zhi-hua.Reliability of Signalized Intersection Capacity Under Mixed Traffic[J].China Journal of Highway and Transport,2008,21(4):99-104.
[61]
XU Jian,YANG Xiao-guang,LAO Yun-teng.Study on the Capacity of Left-through Shared Lane with Permitted Left-turn[C]//KAWADA S.Proceedings of 2008 International Conference on Intelligent Computation Technology and Automation.Washington DC:IEEE Computer Society,2008:498-503.
[62]
於昊.城市高架系统地面匝道路口通行能力研究[D].南京:东南大学,1997. YU Hao.Study on the Capacity for the Off-ramp Intersection of Urban Elevated Road System[D].Nanjing:Southeast University,1997.
[63]
YANG Xiao-guang,ZHAO Jing,YU Xiao-fei.Impact of Upstream Weaving Segment on Signalized Intersection Capacity[C]//KAWADA S.Proceedings of 2008 International Conference on Intelligent Computation Technology and Automation.Washington DC:IEEE Computer Society,2008:377-382.
[64]
BURROW I J.The Effect of Darkness on the Capacity of Road Junctions[J].Traffic Engineering and Control,1986,27(12):597-600.
[65]
LI H,PREVEDOUROS P D.Detailed Observations of Saturation Headways and Start-up Lost Times[J].Transportation Research Record,2002,1802:44-53.
[66]
PREVEDOUROS P D,CHANG K.Potential Effects of Wet Conditions on Signalized Intersection LOS[J].Journal of Transportation Engineering,2005,131 (12):898-903.
[67]
ANDERSEN C L,JENSEN P.Level of Service Considerations in Connection with Capacity Adjustment by ITS Systems[C]//RYSGAARD R.Proceedings of Third International Symposium on Highway Capacity.Copenhagen:Danish Road Directorate,1998:57-70.
[68]
VAN AREM B,DE VOS A,SCHUURMAN H.Simulation of Traffic Flow on a Special Lane for Intelligent Vehicles[C]//RYSGAARD R.Proceedings of Third International Symposium on Highway Capacity.Copenhagen:Danish Road Directorate,1998:71-83.
[69]
NEKOUI M,PISHRO-NIK H,NI D.The Effect of Intelli-drive on the Efficiency of Highway Transportation Systems[J].International Journal of Vehicular Technology,2011,2011:1-11.
[70]
RAKHA H,ZOHDY I,DU J,et al.Traffic Signal Control Enhancements Under Vehicle Infrastructure Integration Systems[R].Blacksburg:Virginia Polytechnic Institute and State University,2011.
[71]
杨帆,云美萍,杨晓光.车路协同系统下多智能体微观交通流模型[J].同济大学学报:自然科学版,2012,40(8):1189-1196. YANG Fan,YUN Mei-ping,YANG Xiao-guang.Microscopic Traffic Flow Model Based on Multi-agent in CVIS Circumstance[J].Journal of Tongji University:Natural Science,2012,40(8):1189-1196.
[72]
全永燊.城市交通控制[M].北京:人民交通出版社,1989. QUAN Yong-shen.Urban Traffic Control[M].Beijing:China Communications Press,1989.
[73]
PREVEDOUROS P D.Actuated Signalization:Traffic Measurements and Capacity Analysis[C]//Institute of Transportation Engineers.Proceedings of Institute of Transportation Engineers 61st Annual Meeting.Washington DC:Institute of Transportation Engineers,1991:234-238.
[74]
COURAGE K G,FAMBRO D B,AKCELIK R,et al.Capacity Analysis of Traffic-actuated Intersections Final Report[R].Washington DC:Transportation Research Board,1996.
[75]
赵靖.考虑上下游影响的信号控制交叉口通行能力研究[D].上海:同济大学,2009. ZHAO Jing.Study on the Impact of Upstream and Downstream Condition on the Capacity of Signalized Intersection[D].Shanghai:Tongji University,2009.
[76]
杨晓光,白玉,马万经,等.交通设计[M].北京:人民交通出版社,2010. YANG Xiao-guang,BAI Yu,MA Wan-jing,et al.Traffic Design[M].Beijing:China Communications Press,2010.
[77]
ZHAO Jing,MA Wan-jing,YANG Xiao-guang.Effect of Access Point on Signalized Intersection Capacity[C]//TRB.Proceedings of 92th Annual Meeting of the Transportation Research Board.Washington DC:Transportation Research Board,2013:1-17.
[78]
杨晓光,赵靖,郁晓菲.考虑进出交通影响的路段通行能力计算方法[J].中国公路学报,2009,22(5):83-88. YANG Xiao-guang,ZHAO Jing,YU Xiao-fei.Calculation Methods of Section Capacity with Consideration of Effect of Access Traffic[J].China Journal of Highway and Transport,2009,22(5):83-88.