[1] YAN Y,QU X,LI H. On the design and operational performance of waiting areas in at-grade signalized intersections:an overview[J]. Transportmetrica A:Transport Science,2018,14(10):901-928. [2] YANG Z,LIU P,TIAN Z Z,et al. Effects of left-turn waiting areas on capacity and level of service of signalized intersections[J]. Journal of Transportation Engineering,2013,139(11):1076-1085. [3] YANG Z,LIU P,TIAN Z Z,et al. Evaluating the operational impact of left-turn waiting areas at signalized intersections in China[J]. Transportation Research Record,2012,2286(1):12-20. [4] 陈亦新, 贺玉龙, 孙小端, 等. 信号交叉口左弯待转区对左转车道通行能力的影响[J]. 长安大学学报(自然科学版),2015,35(6):111-116.(CHEN Y X,HE Y L,SUN X D,et al. Impact of left-turn waiting areas on the capacity of left-turn lane in signalized intersection[J]. Journal of Chang'an University(Natural Science Edition),2015,35(6):111-116.) [5] YANG Q,SHI Z. Effects of the design of waiting areas on the dynamic behavior of queues at signalized intersections[J]. Physica A:Statistical Mechanics and its Applications, 2018, 509:181-195. [6] 陈永恒, 白乔文, 魏雪延. 设有待转区的左转专用车道车辆释放过程建模[J]. 交通运输系统工程与信息,2014,14(1):174-179.(CHEN Y H,BAI Q W,WEI X Y. Departure processes model for left-turn laneson waiting area[J]. Journal of Transportation Systems Engineering and Information Technology, 2014,14(1):174-179.) [7] DONG S,YANG Z,XU C,et al. Multiobjective evaluation of leftturn waiting areas at signalized intersections in China[J]. Transportation Research Record,2016,2553(1):138-149. [8] 刘梅, 韩印, 顾佳磊. 交叉口直行待行区时空资源集成优化模型[J]. 上海理工大学学报,2015,37(4):385-391.(LIU M,HAN Y, GU J L. Integrated optimization model for the time-space resource of waiting-area for through vehicles[J]. Journal of University of Shanghai for Science and Technology,2015,37(4):385-391.) [9] 王浩, 包林基, 云美萍. 交叉口直行待行区的车辆延迟启动策略分析[J]. 公路交通科技,2016,33(4):108-112.(WANG H, BAO L J,YUN M P. Analysis of delayed starting strategy for through vehicles at intersection waiting-zone[J]. Journal of Highway and Transportation Research and Development,2016,33(4):108-112.) [10] 李颖宏, 郑增强, 陈智. 左弯待转区交通信号控制方法的研究[J]. 长安大学学报(自然科学版),2015,35(S1):12-16.(LI Y H,ZHENG Z Q,CHEN Z. Traffic signal control methods in leftturn waiting areas[J]. Journal of Chang'an University(Natural Science Edition),2015,35(S1):12-16.) [11] JIANG X,ZHANG G,ZHOU Y,et al. Safety assessment of signalized intersections with through-movement waiting area in China[J]. Safety Science,2017,95:28-37. [12] JIANG X, ZHANG G, BAI W, et al. Safety evaluation of signalized intersections with left-turn waiting area in China[J]. Accident Analysis and Prevention,2016,95(Pt B):461-469. [13] ZHOU Y, ZHUANG H. Traffic performance in signalized intersection with shared lane and left-turn waiting area established[J]. Journal of Transportation Engineering,2012,138(7):852-862. [14] MA W,LIU Y,ZHAO J,et al. Increasing the capacity of signalized intersections with left-turn waiting areas[J]. Transportation Research Part A:Policy and Practice,2017,105:181-196. [15] 李硕, 付珊, 贺文, 等. 基于遗传算法的左转待行区交叉口信号配时优化研究[J]. 公路工程,2018,43(5):131-137.(LI S, FU S,HE W,et al. Study on signal timing optimization of the intersection with left-turn waiting area based on genetic algorithm[J]. Highway Engineering,2018,43(5):131-137.) [16] 朱和, 常玉林. 基于灵活相位的双向绿波协调控制[J]. 公路交通科技,2013,30(7):140-143,158.(ZHU H,CHANG Y L. Bidirectional green wave coordinative control based on flexible phase[J]. Journal of Highway and Transportation Research and Development,2013,30(7):140-143,158.) [17] TRB Publications. Highway Capacity Manual:HCM2010:5th ed[M]. Washington,DC:Transportation Research Board,2010:46-56. [18] 李克平. 城市道路交通信号控制中的绿灯间隔时间问题[J]. 城市交通,2010,8(5):73-78.(LI K P. Green interval design at urban signalized intersections[J]. Urban Transport of China, 2010,8(5):73-78.) |