Relevant bibliographies by topics / Travel time (Traffic engineering) - Mathematical models

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Conference papers

Academic literature on the topic 'Travel time (Traffic engineering) - Mathematical models'

Author: Grafiati
Published: 4 June 2021
Last updated: 30 January 2023

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Journal articles on the topic "Travel time (Traffic engineering) - Mathematical models"

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Patriksson, Michael. "Robust bi-level optimization models in transportation science." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences 366, no. 1872 (2008): 1989–2004. http://dx.doi.org/10.1098/rsta.2008.0007.

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Mathematical programmes with equilibrium constraints (MPECs) constitute important modelling tools for network flow problems, as they place ‘what-if’ analyses in a proper mathematical framework. We consider a class of stochastic MPEC traffic models that explicitly incorporate possible uncertainties in travel costs and demands. In stochastic programming terminology, we consider ‘here-and-now’ models where decisions must be made before observing the uncertain parameter values and the responses of the network users; the objective is to minimize the expectation of the upper-level objective function
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Guo, Xiao, and Huijun Sun. "Analysis of Time of Day Fare Discounts on Urban Mass Transit Travel Behavior, Crowding, and Waiting Time." Mathematical Problems in Engineering 2014 (2014): 1–6. http://dx.doi.org/10.1155/2014/686705.

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Every morning, commuters select the regularly dispatched urban mass transit for traveling from a residential area to a workplace. This paper aims to find an optimal discount fare and time intervals on morning peak hour. As a direct and flexible traffic economic instrument, fares can influence commuters’ behavior. Therefore, fare discount has been proposed to regulate traffic flow in different time. Two models have been analyzed to describe it with schedule delay because of the travel demand size. The first objective function is constructed on pressure equalization when the travel demand is sma
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Mahdi, Mohammed Bally, Areaj Khairy Alrawi, and Lee Vien Leong. "Compatibility between delay functions and highway capacity manual on Iraqi highways." Open Engineering 12, no. 1 (2022): 359–72. http://dx.doi.org/10.1515/eng-2022-0022.

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Abstract Volume delay functions (VDFs) are mathematical relationships used by the traffic allocation step of demand forecasting models to take into account the effect of increased traffic flow on the time spent to travel each possible route between different travel sources and destinations. The VDF is usually applied in static traffic assignment to describe the resultant link travel times, as a function of flow and capacity and free-flow travel time. This study aims to investigate the interface between the delay functions used by demand forecasting models and the highway capacity manual (HCM)
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Li, D. D., D. X. Yu, Z. J. Qu, and S. H. Yu. "Feature Selection and Model Fusion Approach for Predicting Urban Macro Travel Time." Mathematical Problems in Engineering 2020 (June 8, 2020): 1–13. http://dx.doi.org/10.1155/2020/6897965.

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With the rapid growth of car ownership, traffic congestion has become one of the most serious social problems. For us, accurate real-time travel time predictions are especially important for easing traffic congestion, enabling traffic control and management, and traffic guidance. In this paper, we propose a method to predict urban road travel time by combining XGBoost and LightGBM machine learning models. In order to obtain a relatively complete data set, we mine the GPS data of Beijing and combine them with the weather feature to consider the obtained 14 features as candidate features. By pro
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Ji, Yang beibei, Rui Jiang, Ming Qu, and Edward Chung. "Traffic Incident Clearance Time and Arrival Time Prediction Based on Hazard Models." Mathematical Problems in Engineering 2014 (2014): 1–11. http://dx.doi.org/10.1155/2014/508039.

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Accurate prediction of incident duration is not only important information of Traffic Incident Management System, but also an effective input for travel time prediction. In this paper, the hazard based prediction models are developed for both incident clearance time and arrival time. The data are obtained from the Queensland Department of Transport and Main Roads’ STREAMS Incident Management System (SIMS) for one year ending in November 2010. The best fitting distributions are drawn for both clearance and arrival time for 3 types of incident: crash, stationary vehicle, and hazard. The results
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Ralph, Daniel. "Mathematical programs with complementarity constraints in traffic and telecommunications networks." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences 366, no. 1872 (2008): 1973–87. http://dx.doi.org/10.1098/rsta.2008.0026.

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Given a suitably parametrized family of equilibrium models and a higher level criterion by which to measure an equilibrium state, mathematical programs with equilibrium constraints (MPECs) provide a framework for improving or optimizing the equilibrium state. An example is toll design in traffic networks, which attempts to reduce total travel time by choosing which arcs to toll and what toll levels to impose. Here, a Wardrop equilibrium describes the traffic response to each toll design. Communication networks also have a deep literature on equilibrium flows that suggest some MPECs. We focus o
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Macioszek, Elżbieta, and Damian Iwanowicz. "A Back-of-Queue Model of a Signal-Controlled Intersection Approach Developed Based on Analysis of Vehicle Driver Behavior." Energies 14, no. 4 (2021): 1204. http://dx.doi.org/10.3390/en14041204.

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In smart cities, it is expected that transport, communication as well as the movement of people and goods will take place in the shortest possible time while maintaining a high level of safety. In recent years, due to the significant increase in the number of passengers and vehicles on the road and the capacity limitations of transport networks, it has become necessary to use new technologies for intelligent control and traffic management. Intelligent transport systems use advanced technologies in the field of data gathering, information processing, and traffic control to meet current transpor
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Marinescu, Marin, Radu Vilau, Marian Truta, Valentin Vinturis, and Octavian Fieraru. "Theoretical and Data-Based Mathematical Model of a Special Vehicle Breaking System." Advanced Materials Research 837 (November 2013): 428–33. http://dx.doi.org/10.4028/www.scientific.net/amr.837.428.

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Military vehicles have to travel, at least from time to time, on the national road network. Whenever that happens, the A military vehicle doesnt have to meet all the requirements of a civilian vehicle. Moreover, its lifecycle is much longer than a civilian vehicles one. This is the reason a military vehicle doesnt have to meet all the requirements that a civilian one has to. Nevertheless, traffic security asks for periodical checks of the braking, steering and other systems. In this respect, we have been contracted to develop a method to assess the braking systems parameter of a certain class
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Yamada, Tetsuya, and Shoi Shi. "Estimating Infection-Related Human Mobility Networks Based on Time Series Data of COVID-19 Infection in Japan." Applied Sciences 12, no. 18 (2022): 9236. http://dx.doi.org/10.3390/app12189236.

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Background: Comprehensive and evidence-based countermeasures against emerging infectious diseases have become increasingly important in recent years. COVID-19 and many other infectious diseases are spread by human movement and contact, but complex transportation networks in the 21st century make it difficult to predict disease spread in rapidly changing situations. It is especially challenging to estimate the network of infection transmission in countries where traffic and human movement data infrastructure is not yet developed. Methods: In this study, we devised a method utilizing an ordinary
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Peng, Yun, Wenyuan Wang, Xinglu Xu, Modi Chen, Xiangqun Song, and Xiangda Li. "A Simulation-Based Dynamic Programming Method for Interchange Scheduling of Port Collecting and Distributing Network." Journal of Advanced Transportation 2018 (August 6, 2018): 1–17. http://dx.doi.org/10.1155/2018/4805250.

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As one of the effective methods to reduce congestion, grade intersection has already been changed to interchange in port collecting and distributing network (PCDN) of many Chinese ports, since the first interchange was built in the PCDN of Dalian port in 1924. Due to the growing demand for port freight transportation, congestion in PCDN is becoming one of the inevitable problems that need to be solved. This paper addresses the best interchange scheduling multistage decision problem in PCDN at a network level. The main challenges are how to estimate the delay time and cope with high uncertainti
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Dissertations / Theses on the topic "Travel time (Traffic engineering) - Mathematical models"

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Li, Lok-man Jennifer, and 李諾文. "Schedule delay of work trips in Hong Kong: anempirical analysis." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B40988041.

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Lu, Chenxi. "Improving Analytical Travel Time Estimation for Transportation Planning Models." FIU Digital Commons, 2010. http://digitalcommons.fiu.edu/etd/237.

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This dissertation aimed to improve travel time estimation for the purpose of transportation planning by developing a travel time estimation method that incorporates the effects of signal timing plans, which were difficult to consider in planning models. For this purpose, an analytical model has been developed. The model parameters were calibrated based on data from CORSIM microscopic simulation, with signal timing plans optimized using the TRANSYT-7F software. Independent variables in the model are link length, free-flow speed, and traffic volumes from the competing turning movements. The deve
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Zhou, Zhong. "Models and Algorithms for Addressing Travel Time Variability: Applications from Optimal Path Finding and Traffic Equilibrium Problems." DigitalCommons@USU, 2008. https://digitalcommons.usu.edu/etd/129.

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An optimal path finding problem and a traffic equilibrium problem are two important, fundamental, and interrelated topics in the transportation research field. Under travel time variability, the road networks are considered as stochastic, where the link travel times are treated as random variables with known probability density functions. By considering the effect of travel time variability and corresponding risk-taking behavior of the travelers, this dissertation proposes models and algorithms for addressing travel time variability with applications from optimal path finding and traffic equil
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Wang, Liang. "Design, Data Collection, and Driver Behavior Simulation for the Open- Mode Integrated Transportation System (OMITS)." Thesis, 2016. https://doi.org/10.7916/D82F7N7S.

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With the remarkable increase in the population and number of vehicles, traffic has become a severe problem in most metropolitan areas. Traffic congestion has imposed tight constraints on economic growth, national security, and mobility of riders and goods. The open-mode integrated transportation system (OMITS) has been designed to improve the traffic condition of roadways by increasing the ridership of vehicles and optimizing transportation modes through smart services integrating emerging information communication technologies, big data management, social networking, and transportation manage
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Lierkamp, Darren University of Ballarat. "A New ramp metering control algorithm for optimizing freeway travel times." 2006. http://archimedes.ballarat.edu.au:8080/vital/access/HandleResolver/1959.17/12726.

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"In many cities around the world traffic congestion has been increasing faster than can be dealt with by new road construction. To resolve this problem traffic management devices and technology such as ramp meters are increasingly being utilized."--leaf 1.<br>Masters of Information Technology
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Lierkamp, Darren. "A New ramp metering control algorithm for optimizing freeway travel times." 2006. http://archimedes.ballarat.edu.au:8080/vital/access/HandleResolver/1959.17/14605.

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"In many cities around the world traffic congestion has been increasing faster than can be dealt with by new road construction. To resolve this problem traffic management devices and technology such as ramp meters are increasingly being utilized."--leaf 1.<br>Masters of Information Technology
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"Kalibrasie van skakelprestasiekurwes vir Suid-Afrikaanse toestande." Thesis, 2015. http://hdl.handle.net/10210/14462.

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M.Ing.<br>Link performance curwes represent the relationship between the travel time and the traffic flow on a link in a traffic network. This relationship is an essential input for trip assignment procedures. A number of different forms of link performance curves have been suggested. These curves are defined as mathematical functions (known as travel time functions) with link flow as the independent variable. Travel time functions usually have a number of parameters that may be varied according to link characteristics...
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Abdelghany, Khaled Faissal Said 1970. "Stochastic dynamic traffic assignment for intermodal transportation networks with consistent information supply strategies." 2001. http://hdl.handle.net/2152/10461.

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Copperman, Rachel Batya Anna 1982. "A comprehensive assessment of children's activity-travel patterns with implications for activity-based travel demand modeling." 2008. http://hdl.handle.net/2152/17843.

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Children are an often overlooked and understudied population group, whose travel needs are responsible for a significant number of trips made by a household. In addition, children’s travel and activity participation have direct implication for adults’ activity-travel patterns. A better understanding of children’s activity-travel patterns and the linkages between parents and children’s activity-travel needs is necessary for accurate prediction and forecasting of activity-based travel demand modeling systems. In contrast to the need to examine and model children’s activity-travel patterns, exist
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Zhou, Ting. "Vlasov-Fokker-Planck type kinetic models for multilane traffic flow and large time behavior of kinetic density by entropy methods." Thesis, 2006. http://hdl.handle.net/1828/2098.

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We present a class of multi-lane traffic models of Vlasov-Fokker-Planck type incorporating non-local and time-delayed braking/acceleration, diffu¬sion and lane changing terms whose dependencies are based on empirical guidelines. By investigating the spatially homogeneous case with non-zero passing probability incorporated in the braking term. we are left with the drift diffusion equation. which leads to a multi-valued fundamental diagram. As a novelty of this thesis. we find out that the monotonicity of the quotient between the braking/acceleration and the diffusion term in average speed guara
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Books on the topic "Travel time (Traffic engineering) - Mathematical models"

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Chen, Huey-Kuo. Dynamic travel choice models: A variational inequality approach. Springer, 1999.

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Nerhagen, Lena. Travel demand and value of time: Towards an understanding of individuals choice behavior. Dept. of Economics, Gothenburg University, 2001.

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Urban travel demand modeling: From individual choices to general equilibrium. Wiley, 1995.

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2009, Fu Hui active, ed. Jiao tong xin xi zhi neng yu ce li lun yu fang fa. Ke xue chu ban she, 2009.

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Szarata, Andrzej. Modelowanie podróży wzbudzonych oraz tłumionych zmiana ̨ stanu infrastruktury transportowej: Modelling of induced and suppressed trips resulting by changes in a transport infrastructure = Modellierung induzierter und der reduzierter Verkehre in Abhängigkeit des Zustands der Verkehrsinfrastruktur. Politechnika Krakowska im. Tadeusza Kościuszki, 2013.

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Kim, Sŭng-jun. Sŏul-si pŭraendŭ k'olt'aeksi hwalsŏnghwa saŏp kwa yŏn'gye han kyot'ong chŏngbo sujip ŭl wihan yŏn'gu =: A study on collecting traffic information using brand call taxi in Seoul. Sŏul Sijŏng Kaebal Yŏn'guwŏn, 2008.

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Lapparent, Matthieu de. L' analyse de la valeur du temps dans les déplacements professionnels: De l'approche classique à l'introduction d'incertitude sur les temps de transport. INRETS, 2005.

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Discrete choice modelling and air travel demand: Theory and applications. Ashgate, 2010.

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Gao feng qi chu xing dong tai jun heng ji qi jing ji xing wei yan jiu. Ke xue chu ban she, 2010.

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Garrow, Laurie A. Discrete choice modelling and air travel demand: Theory and applications. Ashgate, 2009.

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Conference papers on the topic "Travel time (Traffic engineering) - Mathematical models"

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Naraparaju, Jagannadha Rao, Raghunandan A. Karamcheti, and Z. Y. Wang. "Mathematical Solution for the Determination of Optimal Warehouse Location and Optimal Distribution Route." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-80542.

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In this paper, a procedure to determine the optimal location of a distribution warehouse, from which products are sent out to a group of companies has been studied. The goal was to minimize annual transportation distance between the warehouse and the customers. Fundamentals of mathematics have been used to formulate a virtual map showing the location of the present customers. Mathematical models and equations were developed making certain assumptions and an optimal location for the warehouse has been determined. Various factors that are involved in relocating the warehouse have been considered
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Boggess, Brian M., Harold H. Ralston, Dusty A. Boyd, et al. "Lane Change Dynamics of a Commercial Tractor-Trailer." In ASME 2019 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/imece2019-11479.

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Abstract A number of vehicle-to-vehicle accidents occur as a result of significant differentials in speed and lane changes between traffic in laterally offset lane positions. These analyses can include many scenarios. One typical scenario is the merging of an articulated commercial vehicle from a roadway shoulder or on-ramp into a travel lane at a relatively low speed compared to the posted speed limit and/or actual travel speed of established lane traffic. Collisions arising during such events often involve less than full engagement between the vehicles and are complicated by the extended len
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Beyerl, Thomas, Bernard Ibru, Johnnie Williams, Imani Augusma, and Valentin Soloiu. "Location Sensor Fusion and Error Correction in Intelligent Vehicles." In ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-67084.

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Autonomous vehicles provide an opportunity to reduce highway congestion and emissions, while increasing highway safety. Intelligently routed vehicles will also be better integrated with existing traffic patterns, minimizing travel times. By reducing the time wasted in traffic; harmful emissions will consummately be reduced. Well-designed autonomous control systems provide for increased highway safety by reducing the frequency and severity of traffic accidents caused by driver error. In order to achieve this, a robust multi-layered control system must be designed, which minimizes the likelihood
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