Abstract In the light of the visual angle model (VAM), an improved car-following model considering driver's visual angle, anticipated time and stabilizing driving behavior is proposed so as to investigate how the driver's behavior factors affect the stability of the traffic flow. Based on the model, linear stability analysis is performed together with bifurcation analysis, whose corresponding stability condition is highly fit to the results of the linear analysis. Furthermore, the time-dependent Ginzburg-Landau (TDGL) equation and the modified Korteweg-de Vries (mKdV) equation are derived by nonlinear analysis, and we obtain the relationship of the two equations through the comparison. Finally, parameter calibration and numerical simulation are conducted to verify the validity of the theoretical analysis, whose results are highly consistent with the theoretical analysis.
(Granular models of complex systems; traffic flow)
Fund: Project supported by the Natural Science Foundation of Zhejiang Province, China (Grant Nos. LY22G010001, LY20G010004), the Program of Humanities and Social Science of Education Ministry of China (Grant No. 20YJA630008), the National Key Research and Development Program of China-Traffic Modeling, Surveillance and Control with Connected & Automated Vehicles (Grant No. 2017YFE9134700), and the K.C. Wong Magna Fund in Ningbo University, China.
Xueyi Guan(管学义), Rongjun Cheng(程荣军), and Hongxia Ge(葛红霞) Bifurcation analysis of visual angle model with anticipated time and stabilizing driving behavior 2022 Chin. Phys. B 31 070507
[1] Sun Y Q, Ge H X and Cheng R J 2019 Phys. A521 752 [2] Ge H X, Dai S Q, Dong L Y and Xue Y 2004 Phys. Rev. E70 066134 [3] Jiang C T, Ge H X and Cheng R J 2019 Phys. A513 465 [4] Tian H H, Xue Y, Kan S J and Jiang Y J 2009 Acta Phys. Sin.58 4506 (in Chinese) [5] Nagatani T 1996 J. Phys. Soc. Jpn.65 3150 [6] Redhu P and Gupta A K 2015 Commun. Nonlinear Sci. Numer. Simul.27 263 [7] Chang Y Y and Cheng R J 2019 Physica A531 12175 [8] Cheng R J, Ge H X and Wang J F 2018 Appl. Math. Comput.332 493 [9] Zhai Q T, Ge H X and Cheng R J 2018 Phys. A490 774 [10] Chandler R E, Herman R and Montroll W E 1958 Operations Res.6 165 [11] Gazis D C and Rothery H R W 1961 Operations Res.9 545 [12] Herman R, Montroll E W, Potts R B and Rothery R W 1959 Operations Res.7 86 [13] Yang Q I and Koutsopoulos H N 1996 Transport. Res. C4 113 [14] Edie L C 1961 Operations Res.9 66 [15] Greenshields B D, Bibbins J, Channing W and Miller H 1935 Proceedings of the Highway Research, December 6-7, 1935, Washington, U.S. p. 448 [16] Lee G 1966 Operations Res.14 595 [17] Jin Z Z, Cheng R J and Ge H X 2018 Mod. Phys. Lett. B32 1750366 [18] Newell G F 1961 Operations Res.9 209 [19] Helly W 1961 Proceedings of the Symposium on the Theory of Traffic Flow p. 207 [20] Koshi M, Kuwarara M and Akahane H 1992 Ite J.62 17 [21] Xing J 1995 Proceedings of the Steps Forward Intelligent Transport Systems World Congress, November 9-11, 1995, Yokohama, Japan, p. 1739 [22] Bando M, Hasebe K, Nakayama A, Shibata A and Sugiyama Y 1995 Phys. Rev. E51 1035 [23] Helbing D and Tilch B 1998 Phys. Rev E58 133 [24] Jiang R, Wu Q and Zhu Z 2001 Phys. Rev. E64 017101 [25] Yan C Y, Ge H X and Cheng R J 2019 Phys. A535 122216 [26] Michaels R M 1963 Proceedings of the Second International Symposium on the Theory of Traffic Flow 1963, Paris, OECD, p. 44 [27] Winsum W V 1999 Transportation Research Part F-Traffic Psychology and Behaviour2 207 [28] Andersen G J and Sauer C W 2007 The Journal of the Human Factors and Ergonomics Society49 878 [29] Jin S, Wang D H, Huang Z Y and Tao P F 2011 Phys. A390 1931 [30] Huilgol R R 1978 Quart. Appl. Math.36 85 [31] Igarashi Y, Itoh K, Nakanishi K, Ogura K and Yokokawa K 1999 Phys. Rev. Lett.83 718 [32] Orosz G, Wilson R E and Krauskopf B 2004 Phys. Rev. E70 026207 [33] Yamamoto M, Nomura Y and Sugiyama Y 2009 Phys. Rev. E80 026203 [34] Gasser I, Sirito G and Werner B 2004 Physica D197 222 [35] Jin Y F and Xu M 2010 Chin. Phys. Lett.27 040501 [36] Zhang Y C, Xue Y, Zhang P, Fan D L and He H D 2019 Phys. A514 133 [37] Ossen S, Hoogendoorn S P and Gorte B G H 2006 Transportation Research Record Journal of the Transportation Research Board1965 121
Altmetric calculates a score based on the online attention an article receives. Each coloured thread in the circle represents a different type of online attention. The number in the centre is the Altmetric score. Social media and mainstream news media are the main sources that calculate the score. Reference managers such as Mendeley are also tracked but do not contribute to the score. Older articles often score higher because they have had more time to get noticed. To account for this, Altmetric has included the context data for other articles of a similar age.