[1] 安实, 宋浪, 王健, 等. 非常规交叉口设计研究现状与展望[J]. 交通运输工程学报, 2020, 20(4): 1-20. [AN S,
SONG L, WANG J, et al. Research status and prospect of
unconventional arterial intersection designs[J]. Journal of
Traffic and Transportation Engineering, 2020, 20(4): 1-
20.]
[2] PITAKSRINGKARN J P. Measures of effectiveness for
continuous flow intersection: A maryland intersection
case study[C]//ITE 2005 Annual Meeting and Exhibit
Compendium of Technical Papers, Institute of
Transportation Engineers (ITE), ARRB Group Ltd.,
2005: 1-6.
[3] 宋浪, 朱湧, 王少飞, 等. 连续流交叉口信号协调配时及延误模型[J]. 交通运输系统工程与信息, 2021, 21
(3): 55-63. [SONG L, ZHU Y, WANG S F, et al. Signal
coordination timing and delay model for continuous flow
intersection[J]. Journal of Transportation Systems
Engineering and Information Technology, 2021, 21(3):
55-63.]
[4] YANG X F, CHENG Y. Development of signal
optimization models for asymmetric two-leg continuous
flow intersections[J]. Transportation Research Part C:
Emerging Technologies, 2017, 74: 306-326.
[5] SUN W L, WU X K, WANG Y P, et al. A continuousflow-intersection-lite design and traffic control for
oversaturated bottleneck intersections[J]. Transportation
Research Part C: Emerging Technologies, 2015, 56: 18-
33.
[6] JAGANNATHAN R, BARED J G. Design and
performance analysis of pedestrian crossing facilities for
continuous flow intersections[J]. Transportation Research
Record, 2005, 1939(1): 133-144.
[7] COATES A, YI P, LIU P, et al. Geometric and
operational improvements at continuous flow
intersections to enhance pedestrian safety[J].
Transportation Research Record, 2014, 2436(1): 60-69.
[8] WANG T, ZHAO J, LI C Y. Pedestrian delay model for
continuous flow intersections under three design patterns
[J]. Mathematical Problems in Engineering, 2019, 2019: 1-13.
[9] 赵靖,徐海军,高幸,等. 连续流交叉口左转非机动车优化设计方法[J]. 交通运输系统工程与信息, 2018, 18
(6): 178- 186. [ZHAO J, XU H J, GAO X, et al.
Optimization design method of left-turn bicycles crossing
for continuous flow intersections[J]. Journal of
Transportation Systems Engineering and Information
Technology, 2018, 18(6): 178-186.]
[10] WONG C K, WONG S C. Lane-based optimization of
signal timings for isolated junctions[J]. Transportation
Research Part B: Methodological, 2003, 37: 63-84.
|