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Relevant bibliographies by topics / Continuum traffic model / Dissertations / Theses

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Dissertations / Theses on the topic 'Continuum traffic model'

Author: Grafiati

Published: 9 March 2023

Last updated: 31 July 2025

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1

Reed, Brandon B. "Continuum Traffic Flow at a Highway Interchange." University of Akron / OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=akron1196711036.

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2

Berg, Peter. "Optimal-velocity models of motorway traffic." Thesis, University of Bristol, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.367664.

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3

Tyagi, Vipin. "A non-continuum approach to obtain a macroscopic model for the flow of traffic." Texas A&M University, 2003. http://hdl.handle.net/1969.1/5913.

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Existing macroscopic models for the flow of traffic treat traffic as a continuum or employ techniques similar to those used in the kinetic theory of gases. Spurious two- way propagation of disturbances that are physically unacceptable are predicted by continuum models for the flow of traffic. The number of vehicles in a typical section of a freeway does not justify traffic being treated as a continuum. It is also important to recognize that the basic premises of kinetic theory are not appropriate for the flow of traffic. A model for the flow of traffic that does not treat traffic as a continuu

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4

MARCELLINI, FRANCESCA. "Conservation laws in gas dynamics and traffic flow." Doctoral thesis, Università degli Studi di Milano-Bicocca, 2009. http://hdl.handle.net/10281/7487.

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This PhD thesis is concerned with applications of nonlinear systems of conservation laws to gas dynamics and traffic flow modeling. The first part is devoted to the analytical description of a fluid flowing in a tube with varying cross section. We study the 2x2 model of the p-system and than, we extend the properties to the full 3x3 Euler system. We also consider a general nxn strictly hyperbolic system of balance laws; we study the Cauchy problem for this system and we apply this result to the fluid flow in a pipe wiyh varying section. Concerning traffic flow, we introduce a new macroscopic m

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5

Ho, Hung-wai, and 何鴻威. "A continuum modeling approach to traffic equilibrium problems." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B31938267.

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6

Holland, Edward N. "Continuum and car-following models of road traffic." Thesis, University of Cambridge, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.266303.

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7

Mounce, Richard. "Convergence in a continuous dynamic traffic assignment model." Thesis, University of York, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.411468.

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8

Kühn, Sebastian [Verfasser]. "Continuous traffic flow models and their applications / Sebastian Kühn." München : Verlag Dr. Hut, 2015. http://d-nb.info/1076437591/34.

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9

Shaikh, A. D. "Modelling data and voice traffic over IP networks using continuous-time Markov models." Thesis, Aston University, 2009. http://publications.aston.ac.uk/15385/.

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Common approaches to IP-traffic modelling have featured the use of stochastic models, based on the Markov property, which can be classified into black box and white box models based on the approach used for modelling traffic. White box models, are simple to understand, transparent and have a physical meaning attributed to each of the associated parameters. To exploit this key advantage, this thesis explores the use of simple classic continuous-time Markov models based on a white box approach, to model, not only the network traffic statistics but also the source behaviour with respect to the ne

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10

Tordeux, Antoine. "Étude de processus en temps continu modélisant l'écoulement de flux de trafic routier." Phd thesis, Université Paris-Est, 2010. http://tel.archives-ouvertes.fr/tel-00596941.

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Ce travail présente des modèles d'écoulement en temps continu de flux de trafic routier. En premier lieu, il s'agit de modèles microscopiques de poursuite. Un modèle par systèmes d'équations différentielles couplées est proposé, basé sur le temps inter-véhiculaire. Ce modèle intègre un temps de réaction et des possibilités d'anticipation pour chaque véhicule. Les paramètres sont estimés par maximum de vraisemblance dans un modèle statistique à deux niveaux. Des simulations permettent de caractériser le comportement d'une file de véhicules. Dans une approche stochastique, un modèle d'évolution

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11

Lu, Chin-Chen, and 盧金辰. "The Study of Numerical Methods for Traffic Flow Continuum Models -- LWR Model and LWR With Diffusion Term Model." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/23340488110863261970.

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碩士<br>國立交通大學<br>運輸工程與管理系<br>88<br>Macroscopic traffic flow continuum models are partial difference equations (PDEs) with initial and boundary conditions. Since the analytical solutions of traffic flow continuum models are difficult to be solved, numerical methods become a suitable way to find the solution. However, different numerical methods will result in different solutions；how to find an approximate and efficient solution becomes an important course. In the past, solving numerical solution of traffic flow continuum models is usually used first order approximation numerical metho

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12

"Integrated Model of the Urban Continuum with Dynamic Time-dependent Activity-Travel Microsimulation: Framework, Prototype, and Implementation." Doctoral diss., 2012. http://hdl.handle.net/2286/R.I.14529.

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abstract: The development of microsimulation approaches to urban systems modeling has occurred largely in three parallel streams of research, namely, land use, travel demand and traffic assignment. However, there are important dependencies and inter-relationships between the model systems which need to be accounted to accurately and comprehensively model the urban system. Location choices affect household activity-travel behavior, household activity-travel behavior affects network level of service (performance), and network level of service, in turn, affects land use and activity-travel behavi

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13

Jou, Tyh-Jong, and 周志忠. "The Study of Numerical Methods for Traffic Flow Continuum Models." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/37890263968939741914.

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碩士<br>國立交通大學<br>交通運輸研究所<br>85<br>Macroscopic traffic flow continuum models are composed of single or systems of partial difference equations (PDEs) with suitable initial and boundary conditions which describe various traffic phenomena and road geometry. These models have provided a useful tool with which to test and assess road and traffic control plans. Since the analytical solutions of traffic flow continuum models are difficult to be solved. How to find an approximate and efficient numer

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14

Hwang, Feng-Jang, and 黃鋒樟. "High Resolution Schemes for the Numerical Solutions of Macroscopic Continuum Traffic Flow Models." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/44888381169878729796.

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碩士<br>國立交通大學<br>運輸科技與管理學系<br>90<br>Numerical simulation is significant to solve macroscopic continuum traffic flow models, which describe various traffic phenomena and play an important role in the development of Intelligent Transport Systems (ITS). Continuum traffic flow models are often analyzed with systems of hyperbolic partial differential equations (PDEs) attended by suitable initial and boundary conditions. Due to difficulty in solving hyperbolic PDEs, numerous numerical methods have been presented to afford a considerable approach attaining the reasonable solution. The first order accu

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15

Karev, Anatolij. "A mesoscopic whole link continuous vehicle bunch model for multiclass traffic flow simulation on motorway networks." Thesis, 2011. http://spectrum.library.concordia.ca/7385/1/Karev_MASc_S2011.pdf.

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Modeling of heterogeneous driver behaviour is vital to understanding of dynamic traffic phenomenon taking place on motorway networks. In this research, we present a mesoscopic whole link continuous vehicle bunch model for multiclass traffic flow simulation on motorway networks. Two main attributes of traffic flow classification have been used are: (i) vehicle type, specifying in turn a vehicle length and, together with type of a preceding vehicle, time headway; and, (ii) desired speed, defining together with the speeds of the neighbouring vehicles, the vehicle acceleration/deceleration mode. I

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16

Lin, Chorng-Ru, and 林崇儒. "The Comparisons and Applications of the Finite Difference Method and Finite Element Method on Traffic Flow Continuum Models." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/85487858118357174394.

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碩士<br>國立交通大學<br>運輸工程與管理系<br>87<br>Macroscopic traffic flow continuum models are compsed of single or systems of partial difference equations (PDEs) with initial and boundary conditions. Due to the difficulty of solving the PDEs problems, numerical methods become a suitable way to find the solution. However, different numerical methods will result in different solutions； how to find an approximate and efficient solution becomes an important course. This study compares two kind of numerical methods: finite difference method (FDM) and finite element method (FEM) on traffic flow continu

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17

Kim, Yoon Mo. "Modal Analysis of Continuous Structrual System with Tapered Cantilevered Members." Thesis, 2011. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10672.

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Analytical Model of Traffic Signal Structures (TSS) is developed based on a continuous system method to observe dynamic characteristics of the structures. Conventional and basic continuous system method can show the approximate dynamic characteristics of the TSS, but the discretized continuous analytical model is proposed to get more accurate and realistic results of the TSS. In addition, the discretized continuous model can alternatively analyze the effect of the tapered cross-sectional members which are real model of TSS. For the verification of the analytical model, the dynamic characterist

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