[1] 魏丽英,王志龙,吴荣华. 交叉口进口道换道行为研究 及建模[J]. 物理学报, 2014, 63(4): 192-196. [WEI L Y, WANG Z L, WU R H. Research and modeling of the lane- changing behavior on the approach[J]. Acta Phys, 2014, 63(4): 192-196.]
[2] SMITH S A. Freeway data collection for studying vehicle interactions[M]. Federal Highway Administration, 1985, Available through the National Technical Information Service.
[3] MA T, AHN S. Comparisons of speed-spacing relations under general car following versus lane- changing[J]. Transportation Research Record: Journal of the Transportation Research Board, 2007(2088): 138-147.
[4] NEWELL G F. A simplified car- following theory: a lower order model[J]. Transportation Research Part B, 2002, 36(3): 195-205.
[5] LAVAL J A, LECLERCQ L. Microscopic modeling of the relaxation phenomenon using a macroscopic lanechanging model[J]. Transportation Research Part B, 2008, 42(6): 511-522.
[6] DURET A, AHN S, BUISSON C. Passing rates to measure relaxation and impact of lane-changing in queue[J]. Computer Aided Engineering and Infrastructure Engineering, 2011, 26(4): 285-297
[7] ZHENG Z, AHN S. The effects of lane-changing on the immediate follower: Anticipation, relaxation, and change in driver characteristics[J]. Transportation Research Part C, 2013(26): 367-379.
[8] THIEMANN C, TREIBER M, KESTING A. Estimating acceleration and lane-changing dynamics based on NGSIM trajectory data[J]. Transportation Research Record: Journal of the Transportation Research Board, 2008(2088): 90-101.
[9] WANG C, COIFMAN B. The effect of lane- change maneuvers on a simplified car-following theory[J]. IEEE Transactions on Intelligent Transportation Systems, 2008, 9(3): 523-535.
[10] GUNAY B. Car following theory with lateral discomfort[J]. Transportation Research Part B, 2007, 41 (7): 722-735.
[11] JIN S,WANG DH ,YANG X R . Non-lane-based Carfollowing model with visual angle information[J]. Transportation Research Record: Journal of the Transportation Research Board, 2011(2249): 7-14.
[12] JIN W. A kinematic wave theory of lane-changing traffic flow[J]. Transportation Research Part B, 2010 (44): 1001-1021. |