[1] 道路与交通工程研究学会.交通信号控制指南——德国现行规范(RiLSA)[M].李克平,译.北京:中国建筑工业出版社,2004:31-32.(Society for the Study of Road and Traffic Engineering. Guidelines for Traffic Signals-the Current Specification in Germany (RiLSA)[M]. LI K P, translated. Beijing: China Building Industry Press, 2004: 31-32.) [2] 杨静,史玉茜,杨晓光.典型信号交叉口右转渠化岛设计模式的适用性研究[J].交通与运输(学术版),2011(12):124-128.(YANG J, SHI Y Q, YANG X G. Research on the application for right turn channelizing island design patterns in signalized intersections[J]. Traffic & Transportation (Academic Edition), 2011(12): 124-128.) [3] 陈晓明.混合交通条件下城市道路信号交叉口通行能力理论研究[D].北京:北京交通大学,2008:13-16.(CHEN X M. Theoretical research for capacity of signalized intersection on urban road network in mixed traffic condition[D]. Beijing: Beijing Jiaotong University, 2008: 13-16.) [4] 邵春福,陈晓明,岳昊.混合交通条件下典型信号交叉口通行能力研究[C]//第二届中国智能交通年会.北京:人民交通出版社,2006:288-294.(SHAO C F, CHEN X M, YUE H. Studies on capacity of typical signalized intersection influenced by non-motor traffic[C]//Proceedings of the 2nd Chinese Annual Meeting on ITS. Beijing: China Communications Press, 2006: 288-294.) [5] 赖元文,荣建,刘小明.设置导流岛的信号交叉口右转通行能力模型[J].北京工业大学学报,2012,38(6):865-869.(LAI Y W, RONG J, LIU X M. Capacity model of the tight-turn lane at signalized intersection with channelized islands[J]. Journal of Beijing University of Technology, 2012, 38(6): 865-869.) [6] 陈晓明,邵春福,聂伟.行人影响下的信号交叉口通行能力研究[J].土木工程学报,2007,40(3):92-97.(CHEN X M, SHAO C F, NIE W. Studies on capacity of signalized intersections influenced by pedestrian traffic[J]. China Civil Engineering Journal, 2007, 40(3): 92-97.) [7] 陈晓明,邵春福,赵熠,等.非机动车影响下信号交叉口转向通行能力模型的比较[J].北京交通大学学报,2009,33(3):29-34.(CHEN X M, SHAO C F, ZHAO Y, et al. Comparison of models for turning movement capacity of signalized intersections affected by bicycles[J]. Journal of Beijing Jiaotong University, 2009, 33(3): 29-34.) [8] 丁宁. 路段行人过街元胞自动机仿真研究[D].哈尔滨: 哈尔滨工业大学,2011:21-40.(DING N. Study on simulation of pedestrian crossing street by cellular automata at sections[D]. Harbin: Harbin Institute of Technology, 2011: 21-40.) [9] 余艳.行人过街和机动车相互干扰的元胞自动机模拟研究[D].南宁:广西师范大学,2012:11-14.(YU Y. Study on mutual impact between pedestrians and motor vehicles on cellular automata models[D]. Nanning: Guangxi Normal University, 2012: 11-14.) [10] 唐勍勍.基于合作博弈的平面信号交叉口行人和机动车干扰研究[D].北京:北京交通大学,2010:44-53.(TANG Q Q. Study on pedestrian and vehicle interference at signalized intersection based on cooperative game theory[D]. Beijing: Beijing Jiaotong University, 2010: 44-53.) [11] Planung Transport Verkehr AG. VISSIM 5.30-05 User Manual[M]. Karlsruhe, Germany: PTV AG, 2011: 21-24. [12] 连培昆,荣建,赖元文.基于冲突技术法的导流岛信号交叉口右转车道实际通行能力模型[J].北京工业大学学报,2015,41(9):1415-1421.(LIAN P K, RONG J, LAI Y W. Actual capacity model of the right-turn lane at signalized intersection with channelized islands based on conflict technique method[J]. Journal of Beijing University of Technology, 2015, 41(9): 1415-1421.) [13] 赖元文,荣建,刘小明.设置导流岛的信号交叉口交通流特性研究[J].交通标准化,2012(21):72-76.(LAI Y W, RONG J, LIU X M. Traffic flow characteristics at signalized intersection with channelized islands[J]. Communications Standardization, 2012(21): 72-76.) [14] Planung Transport Verkehr AG. VISSIM 5.00-00 COM Interface Manual[M]. Karlsruhe, Germany: PTV AG, 2012: 7-10. |