Citation: | WANG Dianhai, MA Dongfang, CHEN Yongheng. Critical Traffic Volume of Traffic Signal Warrant at Major-Minor Intersections[J]. Journal of Southwest Jiaotong University, 2009, 22(5): 759-763. |
Federal Highway Administrator.FED MUTCD 2000-2001 Manual on Uniform Traffic Control Devices[S].US:Department of Transportation,2000.[2] 中国国家标准化管理委员会.GB14886-2006道路交通信号灯设置与安装规范[S].北京:中国标准出版社,2006.[3] 张树升,张晓燕.无信号交叉口冲突与延误的研究[J].西安公路学院学报,1989,7(3):61-68.ZHANG Shusheng,ZHANG Xiaoyan.Conflicts and delay studies for unsignalized intersections[J].Journal of Xi'an Institute of Highway,1989,7(3):61-68.[4] 杨晓光,蒲文静,龙亮.基于交通冲突分析的交叉口机动车信号灯设置[J].同济大学学报(自然科学版),2005,33(12):1596-1599.YANG Xiaoguang,PU Wenjing,LONG Lliang.Traffic signal warrant study based on traffic conflict analysis for uncontrolled intersections[J].Journal of Tong ji University (Natural Science),2005,33(12):1596-1599[5] 蒲文静,龙亮,杨晓光.停车标志交叉口交通信号灯设置依据研究[J].城市交通,2004,2(3):7-9.PU Wenjing,LONG Liang,YANG Xiaoguang.Traffic signal study for stop-controlled intersections[J].Urban Transport of China,2004,2(3):7-9.[6] 吴兵,李晔.交通管理与控制[M].北京:人民交通出版社,2005:140-142.[7] 王殿海.交通流理论[M].北京:人民交通出版社,2002:116-119.[8] 王炜,高海龙,李文权,等.公路交叉口通行能力分析方法[M].北京:科学出版社,2001:8-10.[9] COURAGE K G,PAPAPANOU P P.Estimation of delay at traffic-actuated signals[J].Transportation Research Record,1977:17-21.[10] BRILON W,KOENIG R,TROUTBECK R J.Useful estimation procedures for critical gaps[J].Transportation Research Part A,1999,33:161-186.[11] CHEVALLIER E,LECLERCQ L.Amacroscopic theory for unsignalized intersections[J].Transportation Research Part B,2007,41:1139-1150.
|