REVIEW 3 major objections 4 minor 66 references
Noise-induced stop-and-go traffic dynamics: Modelling and control
T0 review · 3 major / 4 minor · reviewed 2026-08-03 · deepseek-v4-flash
Pith's one-line read White Gaussian noise in gap measurement can destabilize an unconditionally linearly stable car-following model, producing stop-and-go waves above a critical noise amplitude, and a simple affine transformation restores uniform flow.
desk verdict A useful simulation study of noise-induced stop-and-go waves in a linearly stable car-following model, but the 'phase transition' language outruns what finite-time simulations can establish. read the letter →
The pith
A machine-rendered reading of the paper's core claim, the machinery that carries it, and where it could break.
The reading
What carries the argument
The central object is the ATG model, which relaxes each vehicle's time gap T_n(t) = (Δx_n(t) - ℓ)/v_n(t) toward a desired constant T; it is unconditionally linearly stable for all positive τ and T, so no deterministic linear instability exists. The noise is injected into the measured gap, g_n + σ ξ_n, inside both the relaxation and the smoothed time-gap denominator T_ε(g_n + σξ_n, v_n). This stochastic forcing selects the longest-wavelength mode (θ→0) as the least stable oscillatory configuration, so the system switches to a periodic stop-and-go pattern. The proposed control is the affine transformation (31): multiplying the relaxation response by A > 1 and adding a constant acceleration bia
What would settle it
Run the stochastic ATG model for very long times (e.g., 10^5 seconds) or compute the stationary distribution of the spacing at noise amplitudes around σ* = 2.6 m; if the stationary distribution is unimodal for all σ, the claimed phase transition is actually a metastable crossover and the critical noise amplitude is not a true bifurcation.
Extended reading notes
Core claim
The paper's central claim is that the ATG car-following model, which is unconditionally linearly stable for all positive parameters, can be destabilized by white Gaussian noise added to the inter-vehicle gap measurement. Above a critical noise amplitude σ* ≈ 2.6 m (for a 22-vehicle ring of length 231 m), the uniform flow loses stability and a self-sustained stop-and-go wave emerges; the spacing standard deviation jumps, the mean speed drops by about 15%, and there is an optimal noise amplitude near 2.7 m that maximizes wave amplitude. The transition is described as a nonlinear instability, analogous to Kapitza's pendulum, where small perturbations decay but large perturbations switch the sys
Load-bearing premise
The phase transition from uniform to stop-and-go flow is inferred from simulated time-averages over 1000 seconds, so the central claim rests on the assumption that this finite-time behaviour reflects the true stationary regime rather than a long-lived transient.
Editorial extensions
If this is right
- Measurement noise alone can cause phantom jams even in traffic systems whose underlying deterministic dynamics are perfectly stable, such as ACC-equipped vehicles.
- The critical noise threshold scales with density: for the calibrated ring, waves emerge when noise exceeds roughly 35% of the mean gap, so denser traffic jams at lower absolute noise levels.
- Amplifying the model's response and adding a positive acceleration bias eliminates stop-and-go waves, offering an alternative to the usual remedy of increasing the time gap; the effective time gap instead shrinks at low speeds, which may aid throughput but raises low-speed safety considerations.
- The transition appears robust across noise types—white noise, time-correlated Ornstein-Uhlenbeck noise, and noise in gap, speed difference, or acceleration—suggesting a generic mechanism of stochastic forcing on this nonlinear model.
Reading between the lines
- A testable extension is whether the same destabilization occurs under deterministic periodic forcing at the longest wavelength; if so, the noise spectrum is not essential and the mechanism is a resonant nonlinear instability.
- The apparent 'phase transition' may actually be a long-lived metastable regime; checking whether the transition sharpens or disappears with simulation times much longer than 1000 seconds would clarify whether σ* is a true bifurcation point.
- The affine control's speed-dependent effective time gap suggests a tunable family of policies that trade off safety at low speeds against stability and throughput; optimal A and B could be derived as functions of noise level and density.
- The paper notes the affine transformation does not fix delay-induced linear instabilities, implying that noise-induced nonlinear and delay-induced linear mechanisms require different compensators; a unified robust controller would need to combine both strategies.
Editorial analysis
A structured set of objections, weighed in public.
Referee Report
Summary. The paper studies a stochastic extension of the Adaptive Time Gap (ATG) car-following model, in which white Gaussian noise is injected into the measured gap. The central claim is that this noise can destabilize an unconditionally linearly stable traffic model and produce a noise-induced phase transition from laminar flow to periodic stop-and-go dynamics, with a critical noise amplitude σ* ≈ 2.6 m for the 22-vehicle, 231 m ring calibrated to the Sugiyama experiment. The paper also proposes an affine transformation of the model, Eq. (31), with gain A ≥ 1.2 and acceleration bias B ≥ 0.2 m/s², which is reported to suppress the noise-induced waves and restore uniformity. Evidence is numerical: K = 100 simulations per noise level, run for t_S = 1000 s, with the spacing standard deviation averaged over the next t_M = 100 s (Eq. (29)). The paper also reports robustness for Ornstein-Uhlenbeck noise and parameter scans of ℓ, T, τ.
Significance. If the central claim is correct, the paper offers a genuinely new mechanism for stop-and-go waves: a noise-induced nonlinear instability in a model that is linearly stable for all parameter values. This would contrast with the classical inertia/delay-instability picture and would have implications for ACC design, especially because the proposed affine stabilization is simple and testable. The manuscript has tangible strengths: the numerical scheme is clearly specified (implicit Euler, δt = 0.01 s), the computational experiment is transparent (K = 100, t_S = 1000 s), the phenomenon is robust across white and time-correlated noise and across noise injection points, and an online simulation module is provided. The parameter scans in Fig. 5, with reported R² values, are also a useful empirical contribution.
major comments (3)
- [§3.2, Eq. (29)] The claim of a 'phase transition' rests entirely on finite-time simulations: K = 100 runs, t_S = 1000 s before a 100 s time-average. For a finite ring of N = 22 vehicles, a genuine phase transition in the sense of multiple invariant measures cannot exist; at most one can observe a sharp finite-time crossover. The paper provides no stationary-distribution analysis, no finite-size scaling in N, and no ergodicity test. The observation that removing noise restores laminar flow is equally consistent with (i) a long-lived metastable oscillatory state that the system eventually leaves even with noise, or (ii) a true instability of the uniform state in the stationary measure. The paper itself uses the phrase 'metastable regime' in §4, which underscores this ambiguity. Because the critical noise amplitude σ* ≈ 2.6 m is a headline quantitative result, this is a load-bearing gap. A concrete fix: re
- [§3.2, parameter calibration] The validation is partly circular. The model parameters T = 0.9 s and ℓ = 3 m are explicitly calibrated to reproduce the experimental mean speed (~30 km/h) and backward wave speed (~20 km/h), and T_max = 2.5 s is chosen to match the stop-phase duration. In addition, the single-trajectory demonstration in Fig. 3 uses σ = 2.8 m, which is chosen to reproduce the emergence time of about two minutes. The subsequent Fig. 4 then identifies the transition at σ* ≈ 2.6 m, i.e., near the calibrated value. This means that the existence and location of the threshold are not predicted from the model alone; they are partly fitted to the phenomenon the paper claims to explain. The authors should clearly separate (a) parameters matched to the experiment, (b) parameters chosen for simulation convenience, and (c) genuinely predicted outputs. In particular, σ* should be reported as a calibrated rather than
- [§3.2, 'Analogy with physical systems'] The proposed mechanism is described only by analogy (Kapitza pendulum, stochastic resonance, stochastic stabilization) and by the statement that the root of Eq. (13) with the largest real part is the one for θ → 0. No quantitative derivation is given. In particular, the paper does not show why additive white noise in the measured gap should make the uniform state unstable for large noise amplitudes, nor does it derive the existence or stability of the oscillatory solution. For a genuinely nonlinear-noise-induced instability, one would expect at least a small-noise expansion, an effective potential, or a mean-field reduction that identifies the mechanism (e.g., noise-induced drift or effective diffusion in the gap dynamics). At present the 'nonlinear instability' is an interpretation of simulation output, not a demonstrated property of the stochastic model. This is also load-bearing becau
minor comments (4)
- [Throughout] Typographical issues: 'occurence' (Introduction), 'precedessor' (§2.1, Eq. (2) discussion), and the notation smin/smax in Eq. (5) is not defined before use. The references list is generally complete, but the Kapitza-pendulum analogy in §4 would benefit from a citation.
- [Eq. (26) and Eq. (27)] The construction of T_ε via f_ε with ε = 0.01 is terse. The claim that f_ε converges to the maximum for ε → 0⁺ and to the minimum for ε → 0⁻ is correct, but the nested form T_ε(g,v) = f_ε(T_min, f_{−ε}(T_max, g / f_ε(0,v))) deserves a one-sentence explanation of the intended smoothing order. Also, the text says 'T_ε bounded between T_min and T_max', but the expression with ε>0 and the inner f_{−ε} should be checked for whether it truly returns values in [T_min, T_max] for all arguments, especially when g is negative.
- [Fig. 4 and Fig. 5] The axes of Fig. 4 are confusing: the lower axis label reads '0.0 0.5 1.0 1.5 2.0 2.5 3.0', while the upper labels '2 σ*≈2.6 4 5 6' suggest a second, unrelated scale. The figure needs a single, clean axis or a clear two-panel layout. In Fig. 5, the 'critical noise amplitude' is defined implicitly; the definition should be stated (e.g., threshold in Φ from the same K=100 protocol), and error bars or confidence intervals should be provided, since the R² values alone do not indicate the uncertainty in σ*.
- [§3.3, Eq. (32)] The equilibrium time gap T*(v) is derived for the deterministic part of the transformed model. The paper should state that this is the equilibrium of the noiseless equation; otherwise the reader may think the stochastic equilibrium is being computed. Also, the stability region A ≥ 1.2, B ≥ 0.2 m/s² is reported from simulations; a stability map over the full (A, B) plane and over different noise amplitudes would improve the practical usefulness of the control claim.
Circularity Check
Central noise-induced transition is an emergent simulation result, but the trajectory-level validation is partly self-referential because the calibrated parameters directly set the mean speed, wave speed, and stop-phase duration that are then reported as well described.
-
fitted input called prediction
[§3.1 'Time-discrete stochastic model' (Eq. 28) and §3.2 'Trajectories from a single simulation']
"The parameters ℓ=3 m and T=0.9 s are calibrated to obtain a mean speed approximately equal to 30 km/h, as requested during the experiment, and a propagation speed of the stop-and-go wave backward of approximately 20 km/h, as empirically observed. In addition, the setting Tmax =2.5 s corresponding to the time gap on wave output is used to match the duration of the stop phase. ... The wave formation time, its amplitude, and propagation speed are all relatively well described."
The simulation is presented as a validation against the Sugiyama experiment, but the quantities claimed to be well described are exactly the quantities used to calibrate T, ℓ, and Tmax in the immediately preceding subsection. The agreement between the simulated and experimental wave speed, mean speed, and stop-phase duration is therefore partially inserted through the parameter choices rather than independently predicted. This makes the trajectory-level replication self-referential. The central noise-induced transition itself is not circular: it emerges from the K=100 simulations by varying sigma and is not an input to the model.
full rationale
The core claim—white Gaussian noise in the gap measurement destabilises the unconditionally linearly stable ATG model and produces stop-and-go dynamics—is an emergent numerical result, not a tautology. The linear-stability premise is derived in the paper itself from Eqs. (13)-(19), so the citation [27] is not load-bearing. The Kapitza-pendulum analogy is interpretative, and no imported uniqueness theorem or ansatz-by-citation is used to force the conclusion. The only substantive self-referential element is the secondary validation: T, ℓ, and Tmax are explicitly calibrated to reproduce the experiment's mean speed, backward wave speed, and stop-phase duration, and those same features are then reported as well described. That is a mild fitted-input-called-prediction in the validation, but it does not force the central phase-transition claim. The separate concern that a true phase transition cannot be established from finite-time simulations (tS=1000 s, K=100) is a statistical/scoping issue rather than circularity: the conclusion may be overreaching, but it is not equivalent to the model inputs. Score 4 reflects one partially self-referential validation step while the central claim retains independent content.
Assumptions & free parameters
free parameters (8)
- τ (relaxation time) =
5 s
- T (desired time gap) =
0.9 s
- ℓ (vehicle length) =
3 m
- T_max (smoothing max gap) =
2.5 s
- σ (noise amplitude in Fig. 3) =
2.8 m
- A (control gain) =
≥ 1.2
- B (acceleration bias) =
≥ 0.2 m/s²
- β (OU relaxation time) =
5 s
assumptions (4)
- domain assumption The ATG model is unconditionally linearly stable (conditions (14) and (15) hold for any τ,T>0).
- ad hoc to paper Noise enters additively and linearly through the measured gap: g_n + σ ξ_n.
- ad hoc to paper The LogSumExp smoothing T_ε with ε=0.01 avoids singularities and does not affect the phase transition.
- domain assumption A stationary state is reached at tS=1000 s and the order parameter Φ estimates a true phase transition.
Cite this review
Pith. "Pith review of Noise-induced stop-and-go traffic dynamics: Modelling and control." pith.science (2026). https://pith.science/paper/UGFNI3JI
@misc{pith2026251204073,
author = {Pith},
title = {Pith review of: Noise-induced stop-and-go traffic dynamics: Modelling and control},
year = {2026},
howpublished = {\url{https://pith.science/paper/UGFNI3JI}},
note = {Machine review of arXiv:2512.04073}
}
read the original abstract
Stop-and-go waves in traffic flow are captivating collective phenomena with important safety and environmental consequences. While classical theories attribute these oscillations to linear instabilities caused by reaction delays and inertia, this study explores an alternative stochastic perspective. Using a linearly stable car-following model, we show that white Gaussian noise in the measurement of the inter-vehicle distance can destabilise the flow, inducing a phase transition to periodic stop-and-go dynamics via a nonlinear instability mechanism. Furthermore, we demonstrate that a simple linear transformation of the model, which amplifies the system response while introducing a positive acceleration bias, can counteract noise-induced effects and restores the stability of uniform traffic flow. These findings, supported by numerical simulations, aim to provide new insights into the modelling and control of oscillatory traffic dynamics.
Figures
Figures from the paper (6 more)
Reference graph
Works this paper leans on
-
[8]
Dufour, J
O. Dufour, J. Cordes, A. Nicolas, A. Tordeux, D. Rodney, and A. Schadschneider. Noise-induced transition to stop-and-go waves in single-file traffic rationalized by an analogy with kapitza’s inverted pendulum, 2025
2025
-
[1]
J. A. Appleby and X. Mao. Stochastic stabilisation of functional differential equations.Systems & Control Letters, 54(11):1069–1081, 2005
2005
-
[2]
Bando, K
M. Bando, K. Hasebe, A. Nakayama, A. Shibata, and Y . Sugiyama. Dynamical model of traffic congestion and numerical simulation.Physical Review E, 51(2):1035–1042, 1995. 15
1995
-
[3]
Barlovic, L
R. Barlovic, L. Santen, A. Schadschneider, and M. Schreckenberg. Metastable states in cellular automata for traffic flow.The European Physical Journal B, 5:793–800, 1998
1998
-
[4]
Bexelius
S. Bexelius. An extended model for car-following.Transp. Res., 2(1):13–21, 1968
1968
-
[5]
R. E. Chandler, R. Herman, and E. W. Montroll. Traffic dynamics: studies in car following.Opera- tions Research, 6(2):165–184, 1958
1958
-
[6]
Ciuffo, K
B. Ciuffo, K. Mattas, M. Makridis, G. Albano, A. Anesiadou, Y . He, S. Josvai, D. Komnos, M. Pataki, S. Vass, et al. Requiem on the positive effects of commercial adaptive cruise control on motorway traffic and recommendations for future automated driving systems.Transportation research part C: emerging technologies, 130:103305, 2021
2021
-
[7]
Duckstein
L. Duckstein. Control of traffic in tunnels to maximize flow.Highway Research Record, 154, 1967
1967
Show all 66 references
-
[9]
Ehrhardt and A
M. Ehrhardt and A. Tordeux. Stability of heterogeneous linear and nonlinear car-following models. Franklin Open, page 100181, 2024
2024
-
[10]
M. R. Flynn, A. R. Kasimov, J.-C. Nave, R. R. Rosales, and B. Seibold. Self-sustained non- linear waves in traffic flow.Physical Review E—Statistical, Nonlinear, and Soft Matter Physics, 79(5):056113, 2009
2009
-
[11]
E. Frank. On the zeros of polynomials with complex coefficients.Bulletin of the American Mathe- matical Society, 52(2):144–157, 1946
1946
-
[12]
Friesen, H
M. Friesen, H. Gottschalk, B. R ¨udiger, and A. Tordeux. Spontaneous wave formation in stochastic self-driven particle systems.SIAM Journal on Applied Mathematics, 81(3):853–870, 2021
2021
-
[13]
Gammaitoni, P
L. Gammaitoni, P. H ¨anggi, P. Jung, and F. Marchesoni. Stochastic resonance.Reviews of modern physics, 70(1):223, 1998
1998
-
[14]
Gasser, G
I. Gasser, G. Sirito, and B. Werner. Bifurcation analysis of a class of ‘car following’ traffic models. Physica D: Nonlinear Phenomena, 197(3-4):222–241, 2004
2004
-
[15]
D. C. Gazis, R. Herman, and R. W. Rothery. Nonlinear follow-the-leader models of traffic flow. Operations Research, 9(4):545–567, 1961
1961
-
[16]
P. Gipps. A behavioural car-following model for computer simulation.Transportation Research Part B: Methodological, 15:105–111, 1981
1981
-
[17]
Greenshields, J
B. Greenshields, J. Thompson, H. Dickinson, and R. Swinton. The photographic method of studying traffic behavior. InHighw. Res. Board. Proc., volume 13, pages 382—-389, 1934
1934
-
[18]
Gunter, D
G. Gunter, D. Gloudemans, R. E. Stern, S. McQuade, R. Bhadani, M. Bunting, M. L. Delle Monache, R. Lysecky, B. Seibold, J. Sprinkle, et al. Are commercially implemented adaptive cruise control systems string stable?IEEE Transactions on Intelligent Transportation Systems, 22(11...
2020
-
[19]
Herman, E
R. Herman, E. W. Montroll, R. B. Potts, and R. W. Rothery. Traffic dynamics: Analysis of stability in car following.Operations Research, 7(1):86–106, 1959
1959
-
[20]
Huang, N
Y .-X. Huang, N. Guo, R. Jiang, and M.-B. Hu. Instability in car-following behavior: new nagel– schreckenberg type cellular automata model.Journal of Statistical Mechanics: Theory and Experi- ment, 2018(8):083401, 2018
2018
-
[21]
Intelligent transport systems — adaptive cruise control systems — performance require- ments and test procedures, 2018
ISO:15622. Intelligent transport systems — adaptive cruise control systems — performance require- ments and test procedures, 2018
2018
-
[22]
K. Jang, N. Lichtl ´e, E. Vinitsky, A. Shah, M. Bunting, M. Nice, B. Piccoli, B. Seibold, D. B. Work, M. L. D. Monache, et al. Reinforcement learning based oscillation dampening: Scaling up single- agent rl algorithms to a 100 av highway field operational test.arXiv preprint a...
2024 arXiv
-
[23]
Jiang, Q
R. Jiang, Q. Wu, and Z. Zhu. Full velocity difference model for a car-following theory.Physical Review E, 64:017101, 2001
2001
-
[24]
Kaupu ˇzs, R
J. Kaupu ˇzs, R. Mahnke, and R. Harris. Zero-range model of traffic flow.Physical Review E, 72(5):056125, 2005
2005
-
[25]
Ke-Ping and G
L. Ke-Ping and G. Zi-You. Noise-induced phase transition in traffic flow*.Communications in Theoretical Physics, 42(3):369, sep 2004
2004
-
[26]
Khound, P
P. Khound, P. Will, and F. Gronwald. Local and string stability conditions of a generalized adaptive cruise control system. InAmE 2020-Automotive meets Electronics; 11th GMM-Symposium, pages 29–36. VDE, 2020
2020
-
[27]
Khound, P
P. Khound, P. Will, A. Tordeux, and F. Gronwald. Extending the adaptive time gap car-following model to enhance local and string stability for adaptive cruise control systems.Journal of Intelligent Transportation Systems, 27(1):36–56, 2023
2023
-
[28]
T. Kishi. Traffic dynamics: Analysis as sampled-data control systems.Journal of the Operations Research Society of Japan, 2:114–123, 1960
1960
-
[29]
T. S. Komatsu and S.-i. Sasa. Kink soliton characterizing traffic congestion.Physical Review E, 52(5):5574, 1995
1995
-
[30]
Kometani and T
E. Kometani and T. Sasaki. On the stability of traffic flow (report-i).Journal of the Operations Research Society of Japan, 2(1):11–26, 1958
1958
-
[31]
Korbmacher, P
R. Korbmacher, P. Khound, and A. Tordeux. Understanding collective stability of ACC systems: From theory to real-world observations.arXiv preprint arXiv:2504.04530, 2025
2025 arXiv
-
[32]
A. R. Kreidieh, C. Wu, and A. M. Bayen. Dissipating stop-and-go waves in closed and open networks via deep reinforcement learning. In2018 21st international conference on intelligent transportation systems (itsc), pages 1475–1480. IEEE, 2018
2018
-
[33]
J. A. Laval, C. S. Toth, and Y . Zhou. A parsimonious model for the formation of oscillations in car-following models.Transportation Research Part B: Methodological, 70:228–238, 2014. 17
2014
-
[34]
J. W. Lee, H. Wang, K. Jang, A. Hayat, M. Bunting, A. Alanqary, W. Barbour, Z. Fu, X. Gong, G. Gunter, et al. Traffic control via connected and automated vehicles: An open-road field experiment with 100 cavs.arXiv preprint arXiv:2402.17043, 2024
2024 arXiv
-
[35]
T. Li, D. Chen, H. Zhou, J. Laval, and Y . Xie. Car-following behavior characteristics of adaptive cruise control vehicles based on empirical experiments.Transportation research part B: method- ological, 147:67–91, 2021
2021
-
[36]
X. Li, J. Cui, S. An, and M. Parsafard. Stop-and-go traffic analysis: Theoretical properties, en- vironmental impacts and oscillation mitigation.Transportation Research Part B: Methodological, 70:319–339, 2014
2014
-
[37]
M. J. Lighthill and G. B. Whitham. On kinematic waves ii. a theory of traffic flow on long crowded roads.Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences, 229(1178):317–345, 1955
1955
-
[38]
Makridis, K
M. Makridis, K. Mattas, A. Anesiadou, and B. Ciuffo. OpenACC. an open database of car-following experiments to study the properties of commercial ACC systems.Transportation Research Part C: Emerging Technologies, 125:103047, 2021
2021
-
[39]
Makridis, K
M. Makridis, K. Mattas, and B. Ciuffo. Response time and time headway of an adaptive cruise control. an empirical characterization and potential impacts on road capacity.IEEE Transactions on Intelligent Transportation Systems, 21(4):1677–1686, 2019
2019
-
[40]
Maruyama and H
N. Maruyama and H. Mouri. A proposal for adaptive cruise control balancing followability and comfortability through reinforcement learning.ROBOMECH Journal, 9(1):22, 2022
2022
-
[41]
Milan´es and S
V . Milan´es and S. E. Shladover. Modeling cooperative and autonomous adaptive cruise control dy- namic responses using experimental data.Transportation Research Part C: Emerging Technologies, 48:285–300, 2014
2014
-
[42]
Nagatani
T. Nagatani. Modified KdV equation for jamming transition in the continuum models of traffic. Physica A: Statistical Mechanics and its Applications, 261(3-4):599–607, 1998
1998
-
[43]
G. F. Newell. Nonlinear effects in the dynamics of car following.Operations Research, 9(2):209– 229, 1961
1961
-
[44]
G. F. Newell. A simplified car-following theory: a lower order model.Transportation Research Part B: Methodological, 36(3):195–205, 2002
2002
-
[45]
Ngoduy, S
D. Ngoduy, S. Lee, M. Treiber, M. Keyvan-Ekbatani, and H. Vu. Langevin method for a contin- uous stochastic car-following model and its stability conditions.Transportation Research Part C: Emerging Technologies, 105:599–610, 2019
2019
-
[46]
Orosz, R
G. Orosz, R. Wilson, and B. Krauskopf. Global bifurcation investigation of an optimal velocity traffic model with driver reaction time.Physical Review E, 70(2):026207, 2004
2004
-
[47]
Orosz, R
G. Orosz, R. Wilson, and G. St ´ep´an. Traffic jams: dynamics and control, 2010
2010
-
[48]
L. A. Pipes. An operational analysis of traffic dynamics.Journal of Applied Physics, 24(3):274–281, 1953. 18
1953
-
[49]
Reuschel
A. Reuschel. Fahrzeugbewegungen in der Kolonne. ¨Osterreichisches Ingenieur Archiv, 4:193–215, 1950
1950
-
[50]
P. I. Richards. Shock waves on the highway.Operations Research, 4(1):42–51, 1956
1956
-
[51]
Schadschneider, D
A. Schadschneider, D. Chowdhury, and K. Nishinari.Stochastic Transport in Complex Systems. From Molecules to Vehicles. Elsevier, 2010
2010
-
[52]
Schadschneider, D
A. Schadschneider, D. Chowdhury, and K. Nishinari.Stochastic transport in complex systems: from molecules to vehicles. Elsevier, Amsterdam, 2011
2011
-
[53]
Sugiyama, M
Y . Sugiyama, M. Fukui, M. Kikuchi, K. Hasebe, A. Nakayama, K. Nishinari, S.-i. Tadaki, and S. Yukawa. Traffic jams without bottlenecks—experimental evidence for the physical mechanism of the formation of a jam.New Journal of Physics., 10(3):033001, 2008
2008
-
[54]
Tomer, L
E. Tomer, L. Safonov, and S. Havlin. Presence of many stable nonhomogeneous states in an inertial car-following model.Physical Review Letters, 84(2):382, 2000
2000
-
[55]
Tordeux, S
A. Tordeux, S. Lassarre, and M. Roussignol. An adaptive time gap car-following model.Transporta- tion Research Part B: Methodological, 44(8-9):1115–1131, 2010
2010
-
[56]
Tordeux, M
A. Tordeux, M. Roussignol, and S. Lassarre. Linear stability analysis of first-order delayed car- following models on a ring.Physical Review E, 86(3):036207, 2012
2012
-
[57]
Treiber and D
M. Treiber and D. Helbing. Hamilton-like statistics in onedimensional driven dissipative many- particle systems.The European Physical Journal B, 68:607–618, 2009
2009
-
[58]
Treiber, A
M. Treiber, A. Hennecke, and D. Helbing. Congested traffic states in empirical observations and microscopic simulations.Physical Review E, 62(2):1805–1824, Aug. 2000
2000
-
[59]
Treiber and A
M. Treiber and A. Kesting. Traffic flow dynamics.Traffic Flow Dynamics: Data, Models and Simulation, Springer-Verlag Berlin Heidelberg, pages 983–1000, 2013
2013
-
[60]
Treiber and A
M. Treiber and A. Kesting. The intelligent driver model with stochasticity-new insights into traffic flow oscillations.Transportation research procedia, 23:174–187, 2017
2017
-
[61]
P. Wagner. A time-discrete harmonic oscillator model of human car-following.The European Phys- ical Journal B, 84:713–718, 2011
2011
-
[62]
Y . Wang, X. Li, J. Tian, and R. Jiang. Stability analysis of stochastic linear car-following models. Transportation Science, 54(1):274–297, 2020
2020
-
[63]
Weidmann
U. Weidmann. Transporttechnik der Fußg ¨anger: transporttechnische Eigenschaften des Fußg¨angerverkehrs.IVT Schriftenreihe, 90, 1993
1993
-
[64]
Wilson and J
R. Wilson and J. Ward. Car-following models: Fifty years of linear stability analysis – a mathematical perspective.Transportation Planning and Technology, 34(1):3–18, 2011
2011
-
[65]
Winner, B
H. Winner, B. Danner, and J. Steinle. Adaptive cruise control.Handbuch Fahrerassistenzsysteme: Grundlagen, Komponenten und Systeme f¨ur aktive Sicherheit und Komfort, pages 478–521, 2009
2009
-
[66]
Xu and J
T. Xu and J. A. Laval. Analysis of a two-regime stochastic car-following model: Explaining capacity drop and oscillation instabilities.Transportation Research Record, 2673(10):610–619, 2019. 19
2019
Reviewed August 3, 2026 · model on record in the stance chip above.
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