for Journals by Title or ISSN
for Articles by Keywords
help
  Subjects -> TRANSPORTATION (Total: 165 journals)
    - AIR TRANSPORT (8 journals)
    - AUTOMOBILES (21 journals)
    - RAILROADS (5 journals)
    - ROADS AND TRAFFIC (6 journals)
    - SHIPS AND SHIPPING (31 journals)
    - TRANSPORTATION (94 journals)

TRANSPORTATION (94 journals)

Showing 1 - 53 of 53 Journals sorted alphabetically
Accident Analysis & Prevention     Partially Free   (Followers: 79)
Analytic Methods in Accident Research     Hybrid Journal   (Followers: 2)
Archives of Transport     Open Access   (Followers: 16)
Botswana Journal of Technology     Full-text available via subscription  
Case Studies on Transport Policy     Hybrid Journal   (Followers: 9)
Cities in the 21st Century     Open Access   (Followers: 13)
Economics of Transportation     Partially Free   (Followers: 13)
Emission Control Science and Technology     Hybrid Journal   (Followers: 2)
EURO Journal of Transportation and Logistics     Hybrid Journal   (Followers: 10)
European Transport Research Review     Open Access   (Followers: 21)
Geosystem Engineering     Hybrid Journal   (Followers: 1)
IATSS Research     Open Access  
IEEE Vehicular Technology Magazine     Full-text available via subscription   (Followers: 8)
IET Electrical Systems in Transportation     Hybrid Journal   (Followers: 9)
IET Intelligent Transport Systems     Hybrid Journal   (Followers: 8)
IFAC-PapersOnLine     Open Access  
International Journal of Applied Logistics     Full-text available via subscription   (Followers: 8)
International Journal of Crashworthiness     Hybrid Journal   (Followers: 9)
International Journal of e-Navigation and Maritime Economy     Open Access   (Followers: 2)
International Journal of Electric and Hybrid Vehicles     Hybrid Journal   (Followers: 9)
International Journal of Heavy Vehicle Systems     Hybrid Journal   (Followers: 6)
International Journal of Intelligent Transportation Systems Research     Hybrid Journal   (Followers: 9)
International Journal of Mobile Communications     Hybrid Journal   (Followers: 9)
International Journal of Ocean Systems Management     Hybrid Journal   (Followers: 3)
International Journal of Physical Distribution & Logistics Management     Hybrid Journal   (Followers: 10)
International Journal of Services Technology and Management     Hybrid Journal  
International Journal of Sustainable Transportation     Hybrid Journal   (Followers: 10)
International Journal of Traffic and Transportation Engineering     Open Access   (Followers: 14)
International Journal of Transportation Science and Technology     Full-text available via subscription   (Followers: 9)
International Journal of Vehicle Systems Modelling and Testing     Hybrid Journal   (Followers: 3)
International Journal of Vehicular Technology     Open Access   (Followers: 4)
Journal of Advanced Transportation     Hybrid Journal   (Followers: 11)
Journal of Mechatronics, Electrical Power, and Vehicular Technology     Open Access   (Followers: 5)
Journal of Modern Transportation     Full-text available via subscription   (Followers: 6)
Journal of Navigation     Hybrid Journal   (Followers: 185)
Journal of Sport & Social Issues     Hybrid Journal   (Followers: 12)
Journal of Sustainable Mobility     Full-text available via subscription   (Followers: 1)
Journal of Traffic and Transportation Engineering (English Edition)     Open Access   (Followers: 5)
Journal of Transport & Health     Hybrid Journal   (Followers: 6)
Journal of Transport and Supply Chain Management     Open Access   (Followers: 11)
Journal of Transport Geography     Hybrid Journal   (Followers: 21)
Journal of Transport History     Hybrid Journal   (Followers: 15)
Journal of Transportation Safety & Security     Hybrid Journal   (Followers: 8)
Journal of Transportation Security     Hybrid Journal   (Followers: 3)
Journal of Transportation Systems Engineering and Information Technology     Full-text available via subscription   (Followers: 14)
Journal of Transportation Technologies     Open Access   (Followers: 14)
Journal of Waterway Port Coastal and Ocean Engineering     Full-text available via subscription   (Followers: 7)
Les Dossiers du Grihl     Open Access   (Followers: 1)
Logistics & Sustainable Transport     Open Access   (Followers: 2)
Logistique & Management     Full-text available via subscription  
Mobility in History     Full-text available via subscription   (Followers: 2)
Modern Transportation     Open Access   (Followers: 10)
Nonlinear Dynamics     Hybrid Journal   (Followers: 8)
Open Journal of Safety Science and Technology     Open Access   (Followers: 8)
Packaging, Transport, Storage & Security of Radioactive Material     Hybrid Journal   (Followers: 2)
Pervasive and Mobile Computing     Hybrid Journal   (Followers: 8)
Proceedings of the Institution of Mechanical Engineers Part F: Journal of Rail and Rapid Transit     Hybrid Journal   (Followers: 12)
Public Transport     Hybrid Journal   (Followers: 18)
Recherche Transports Sécurité     Hybrid Journal   (Followers: 1)
Research in Transportation Business and Management     Partially Free   (Followers: 4)
Revista Transporte y Territorio     Open Access   (Followers: 1)
Romanian Journal of Transport Infrastructure     Open Access   (Followers: 1)
SourceOCDE Transports     Full-text available via subscription   (Followers: 2)
Sport, Education and Society     Hybrid Journal   (Followers: 12)
Sport, Ethics and Philosophy     Hybrid Journal   (Followers: 2)
Streetnotes     Open Access   (Followers: 1)
Synthesis Lectures on Mobile and Pervasive Computing     Full-text available via subscription   (Followers: 2)
Tire Science and Technology     Full-text available via subscription   (Followers: 3)
Transactions on Transport Sciences     Open Access   (Followers: 5)
Transport     Hybrid Journal   (Followers: 13)
Transport and Telecommunication Journal     Open Access   (Followers: 4)
Transport in Porous Media     Hybrid Journal   (Followers: 1)
Transport Problems     Open Access   (Followers: 1)
Transport Reviews: A Transnational Transdisciplinary Journal     Hybrid Journal   (Followers: 9)
Transportation     Hybrid Journal   (Followers: 26)
Transportation Geotechnics     Full-text available via subscription   (Followers: 1)
Transportation Infrastructure Geotechnology     Hybrid Journal   (Followers: 8)
Transportation Journal     Full-text available via subscription   (Followers: 12)
Transportation Letters : The International Journal of Transportation Research     Hybrid Journal   (Followers: 3)
Transportation Research Part A: Policy and Practice     Hybrid Journal   (Followers: 31)
Transportation Research Part B: Methodological     Hybrid Journal   (Followers: 29)
Transportation Research Part C: Emerging Technologies     Hybrid Journal   (Followers: 20)
Transportation Research Procedia     Open Access   (Followers: 4)
Transportation Research Record : Journal of the Transportation Research Board     Full-text available via subscription   (Followers: 34)
Transportation Science     Full-text available via subscription   (Followers: 20)
TRANSPORTES     Open Access   (Followers: 5)
Transportmetrica A : Transport Science     Hybrid Journal   (Followers: 5)
Transportmetrica B : Transport Dynamics     Hybrid Journal   (Followers: 2)
Travel Behaviour and Society     Full-text available via subscription   (Followers: 5)
Travel Medicine and Infectious Disease     Hybrid Journal   (Followers: 2)
Urban, Planning and Transport Research     Open Access   (Followers: 26)
Vehicular Communications     Full-text available via subscription   (Followers: 4)
World Review of Intermodal Transportation Research     Hybrid Journal   (Followers: 5)
Транспортні системи та технології перевезень     Open Access  
Journal Cover Journal of Transportation Systems Engineering and Information Technology
  [SJR: 0.255]   [H-I: 13]   [14 followers]  Follow
    
   Full-text available via subscription Subscription journal  (Not entitled to full-text)
   ISSN (Print) 1570-6672
   Published by Elsevier Homepage  [3043 journals]
  • Fundamental Analyses for Constructing Road-rail Intermodal Freight
           Transport System
    • Authors: Guoquan LI; Kazuki TAMURA; Masai MUTO; Daiki OKUDA
      Pages: 1 - 7
      Abstract: Publication date: December 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 6
      Author(s): Guoquan LI , Kazuki TAMURA , Masai MUTO , Daiki OKUDA
      Intermodal transport generally concerns a few of fundamental elements such as freight's characteristics, shippers' and forwarder evaluations, etc.. The freight's characteristics decide the relevant potential demands and the possibility to combine different transport means into intermodalism. The evaluations of shippers and forwarders always have an important impact on the selections of transport. This paper comparatively analyzes the critical elements of freight's characteristics, shippers' and forwarder evaluations. Moreover, the possibilities and relevant issues to form the road-rail intermodal freight transport are discussed, and some suggestions are proposed to improve the railway freight services.

      PubDate: 2015-01-25T09:26:04Z
      DOI: 10.1016/s1570-6672(13)60143-9
       
  • A Review of Latent Variable on Urban Travel Behavior
    • Authors: Jian CHEN; Mi GAN
      Pages: 21 - 29
      Abstract: Publication date: December 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 6
      Author(s): Jian CHEN , Mi GAN
      Latent variable method is an effective way to improve the prediction accuracy of travel behavior. And a new perspective to travel behavior research is provided by latent variable. In order to solve the problems about lack of cognition and application of latent variable of travel behavior, the characteristics of existing travel behavior modeling method are analyzed based on social psychology. And the necessity of research on the latent variable is proposed. The connotation, application field and model building of latent variable on urban travel behavior are systemized. Three core problems are defined, which are identification, validation and calculation. It is reviewed and studied the opportunity, difficulty and challenge of travel behavior integrated model covering the latent variables. The relevance between measure method of latent variable and SP/RP survey is revealed. And then the model test standard is summarized. Finally the development trend of latent variable research and the direction of our efforts are proposed.

      PubDate: 2015-01-25T09:26:04Z
      DOI: 10.1016/s1570-6672(13)60144-0
       
  • Managing Pavement Maintenance and Rehabilitation Projects under Budget
           Uncertainties
    • Authors: (David)Wei FAN; Feng WANG
      Pages: 92 - 100
      Abstract: Publication date: December 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 6
      Author(s): (David)Wei FAN , Feng WANG
      A well-developed and maintained pavement management system (PMS) empowers a decision maker to select the best maintenance program, i.e., which maintenance treatment to use and where and when to apply it, so that a maximum utilization of available resources can be achieved. This paper addresses a decision making problem for managing pavement maintenance and rehabilitation projects under budget uncertainty (MPMRPBU). A stochastic linear programming model is formulated and solved for the MPMRPBU so that a set of candidate projects can be optimally selected from the highway network over a planning horizon. Numerical results are discussed based upon a pilot case study. Different optimization solutions based on deterministic optimization and stochastic programming approaches are discussed and compared. The effect of the budget constraint on the optimized solutions is investigated. The computational result indicates a high quality MPMRPBU solution using stochastic programming approach, suggesting that there is a potential that the algorithm can be used for real world applications.

      PubDate: 2015-01-25T09:26:04Z
      DOI: 10.1016/s1570-6672(13)60145-2
       
  • Evaluation on Traffic Congestion Mitigation in Beijing with Variable
           Message Signs
    • Authors: Yangfan ZHOU; Shunping JIA; Wei GUAN; Shuang LIU
      Pages: 201 - 206
      Abstract: Publication date: December 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 6
      Author(s): Yangfan ZHOU , Shunping JIA , Wei GUAN , Shuang LIU
      The variable message signs (VMSs) provide an effective method to mitigate urban traffic congestion and balance traffic demand through publishing guidance messages. For evaluating the mitigating effect of VMS on congestion, a general-purpose model utilizing the data mining method is developed. The data includes published messages and a large amount of historical traffic flow collected from VMS publishing system and detectors which reflects the most realistic traffic conditions in Beijing road traffic network. Specially, road traffic statuses under two types of messages, guidance message and notice message, are compared to recognize which one is more effective. In the case study, spatial and temporal analyses are introduced separately to evaluate the mitigation of congestion under various traffic conditions. The results indicate that guidance messages on VMS make more significant contributions to improve the service level of congested roads. Particularly, guidance messages always appeared more effective than notice messages under severe congestion.

      PubDate: 2015-01-25T09:26:04Z
      DOI: 10.1016/s1570-6672(13)60146-4
       
  • Review and Outlook of Roundabout Capacity
    • Authors: Zhaowei QU; Yuzhou DUAN; Xianmin SONG; Yan XING
      Pages: 15 - 22
      Abstract: Publication date: October 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 5
      Author(s): Zhaowei QU , Yuzhou DUAN , Xianmin SONG , Yan XING
      Capacity is an important part of the operation efficiency at roundabouts. Through analyzing existing capacity models of roundabout, this paper focuses on the problem research principles and methods such as empirical regression model, gap acceptance model and model based on simulation software. The key technologies of modeling are also analyzed. Then the general approaches of modeling roundabout capacity are proposed, combined with some problems easily overlooked in previous study. Determining the interaction mechanism among each traffic flow and considering the significant impact factors, the capacity model is established on the whole. Finally, combing with the control objectives of roundabouts, an outlook is proposed for future studies on roundabout capacity.

      PubDate: 2014-11-08T01:25:46Z
      DOI: 10.1016/s1570-6672(13)60141-5
       
  • Transportation Routing in Urban Environments Using Updated Traffic
           Information Provided through Vehicular Communications
    • Authors: Yousefi Saleh; Abbasi Tofigh; Anvari Zahra
      Pages: 23 - 36
      Abstract: Publication date: October 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 5
      Author(s): Yousefi Saleh , Abbasi Tofigh , Anvari Zahra
      Finding optimal routes for vehicles to reach their destinations is deemed to be a significant challenge and that is an objective in Intelligent Transportation Systems (ITS). In this paper, we propose a mechanism for vehicle routing based on the availability of updated traffic information. The proposed mechanism includes two phases. In the first phase, we propose a TIS (Traffic Information System) which collects the updated traffic status and stores it in the traffic information center. The proposed TIS approach consists of wired or wireless infrastructure and ad hoc inter-vehicle communications. This information will be used for vehicle navigation when a vehicle intends to run some errands. In the second phase, through exercising the available updated traffic information; we propose two different Dijkstra-based vehicle route suggestion algorithms named one-step vehicle path suggestion and step-by-step vehicle path suggestion. In the former, the algorithm is invoked only once at the beginning of the trip in order to obtain the best route towards the destination. The obtained route is then used by the vehicle throughout the journey. Nevertheless, in step-by-step path suggestion algorithm the suggested route toward the destination is being updated and refreshed at each intersection. The proposed step-by-step algorithm is further enhanced by two novel methods for avoiding loop creation. Results of the extensive simulation study using NCTUns 6.0 network simulator shows that both of the routing algorithms use the updated traffic information while the step-by-step algorithm outperforms the one-step path suggestion algorithm.

      PubDate: 2014-11-08T01:25:46Z
      DOI: 10.1016/s1570-6672(13)60142-7
       
  • Design and Implementation of Discrete-event Simulation Framework for
           Modeling Bus Rapid Transit System
    • Authors: Fergyanto E. GUNAWAN
      Pages: 37 - 45
      Abstract: Publication date: August 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 4
      Author(s): Fergyanto E. GUNAWAN
      It is clear that bus rapid transit is a strong contender for the solution of massive traffic congestion faced by many cities across the globe. However, the success or failure of this system will depend on many variables such as service planning, infrastructure, station design, passenger information systems, and integration and access. In this work, we established a computational framework on the basis of the discrete-event system for modeling the bus rapid transit system. This particular development allowed us to cost-effectively evaluate the effects of some of those variables on BRT performance. The results were a few sub-systems that could directly be used to model a typical BRT system. Some limited numerical trials revealed that the developed sub-systems could reasonably reproduce phenomena commonly observed in an actual BRT system.

      PubDate: 2014-09-12T04:36:03Z
      DOI: 10.1016/s1570-6672(13)60139-7
       
  • Stochastic Bottleneck Model with Heterogeneous Travelers
    • Authors: Lingling XIAO; Haijun HUANG; Lijun TIAN
      Pages: 93 - 98
      Abstract: Publication date: August 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 4
      Author(s): Lingling XIAO , Haijun HUANG , Lijun TIAN
      This paper studies commuters' departure time choice behavior along a bottleneck constrained highway connecting a resident area and a workplace. Commuters are differentiated by their value of time, and the bottleneck capacity is assumed to follow a uniform distribution within a range. The equilibrium properties of the proposed model are derived and individual travel cost is obtained. It is found that at equilibrium, the increase of capacity variability would change the commuters' travel behavior by increasing the expected equivalent travel time and lengthening the peak period. Every commuter is better off by reducing the individual travel cost if the stochasticity of the capacity decrease, and commuters with high value of time benefit more than those with low values. Numerical results are presented to support analytic findings.

      PubDate: 2014-09-12T04:36:03Z
      DOI: 10.1016/s1570-6672(13)60140-3
       
  • A Stochastic Dynamic Programming Approach for the Equipment Replacement
           Optimization under Uncertainty
    • Authors: (David) Wei FAN; Randy MACHEMEHL; Mason GEMAR; Leonard BROWN
      Pages: 76 - 84
      Abstract: Publication date: June 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 3
      Author(s): (David) Wei FAN , Randy MACHEMEHL , Mason GEMAR , Leonard BROWN
      In this paper, a stochastic dynamic programming (SDP) based optimization model is formulated for the equipment replacement optimization (ERO) problem that can explicitly account for the uncertainty in vehicle utilization. The Bellman approach is developed and implemented to solving the ERO SDP problem. Particular attention is paid to the SDP state-space growth and special scenario reduction techniques are developed to resolve the “curse of dimensionality” issue that is inherent to the dynamic programming method to ensure that the computer memory and solution computational time required will not increase exponentially with the increase in time horizon. SDP software computer implementation techniques, functionalities and the Graphical User Interfaces (GUI) are discussed. The developed SDP-based ERO software is tested and validated using the current Texas Department of Transportation (TxDOT) vehicle fleet data. Comprehensive numerical results, such as statistical analyses, the software computational time and solution quality, are described and substantial cost-savings have been estimated by using this ERO software. Finally, future research directions are also suggested.

      PubDate: 2014-07-28T03:04:02Z
      DOI: 10.1016/s1570-6672(13)60137-3
       
  • Comparative Analysis of Transportation Network Design Problem under
           Stochastic Capacity
    • Authors: Yang JIANG; Hui-jun SUN; Jian-jun WU
      Pages: 85 - 90
      Abstract: Publication date: June 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 3
      Author(s): Yang JIANG , Hui-jun SUN , Jian-jun WU
      The method to accurately simulate users travel behavior in the network design problem (NDP) is one of the most crucial problems. Most researches in the network equilibrium based approach to model NDP ignore the unreliability aspect of travel time. The uncertain events result in the spatial and temporal variability of network travel times, which directly contributes to the crucial decision of NDP. Specifically, the mean travel time (MTT), the travel time budget (TTB), and the – reliable mean-excess travel time (METT) are employed in the transportation network design problem under uncertain environment due to stochastic link capacity. Numerical results are presented to examine how these models affects decisions under the condition of travel time variability. The comparative analyses show that the performance of DRUE and METTUE is better than DUE which is employed in network design problem under variation degrees because of considering travel time variability.

      PubDate: 2014-07-28T03:04:02Z
      DOI: 10.1016/s1570-6672(13)60138-5
       
  • Analysis Method of External Traffic Demand in City Area
    • Authors: Shengwen TU; Xiucheng GUO; Xiaohui ZHANG
      Pages: 13 - 18
      Abstract: Publication date: April 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 2
      Author(s): Shengwen TU , Xiucheng GUO , Xiaohui ZHANG
      To overcome the disadvantages of the existing method, a “dual four-stage” method” is put forward to analyze external traffic demand in city area considering the characteristics of external traffic. The method is carried out by two steps, and in the first step the city area is regarded as an overall traffic zone and the “four-stage” method of regional traffic demand analysis is used to obtain the total generation volumes of internal-external (IE) & external-internal (EI) trips of city area as well as the traffic volumes of both directions of all the arterial highways through the city in planning years. In the second step, the planning area of city is divided into several parts as internal traffic zones, and the external traffic zones are set near the junctions of highways and cordon line, then the “four-stage” method is applied for the second time to obtain the trip generation and distribution of IE & EI trips and (external-external) EE trips for internal traffic zones and external traffic zones in planning years. The application of the analysis on external traffic demand for comprehensive transportation planning of Zhenjiang City shows that the proposed method combines the advantages of influence area method and Cordon Line method it overcomes disadvantages of the two methods, and the results are more consistent with the real situation.

      PubDate: 2014-06-14T18:11:30Z
      DOI: 10.1016/s1570-6672(13)60135-x
       
  • One-Day Long Statistical Analysis of Parking Demand by Using Single-Camera
           Vacancy Detection
    • Authors: Jermsak JERMSURAWONG; Umair AHSAN; Abdulhamid HAIDAR; Haiwei DONG; Nikolaos MAVRIDIS
      Pages: 33 - 44
      Abstract: Publication date: April 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 2
      Author(s): Jermsak JERMSURAWONG , Umair AHSAN , Abdulhamid HAIDAR , Haiwei DONG , Nikolaos MAVRIDIS
      Many researches have focused on parking demand to gain information for traffic management recommendations and decision-making where real-world car park statistics is of great importance. This paper seeks to obtain one-day long statistical analysis of a multi-purpose off-street parking space in downtown Abu Dhabi, using a single-camera vacancy detection system. The proposed methodology to collect one-day long statistics uses pattern recognition to determine occupancy states based on visual features extracted from parking spots. This vacancy detection system has two major advantages. First, it relies on only few pixels compared with other methods, being able to cover more than 150 parking spots within a single camera frame. Second, the system works well in both nighttime and daytime - robust to changing light conditions. The accuracy is 99.9% for occupied spots and 97.9% for empty spots for this period of study. This study also proposes a better indication of parking demand when the park is near its full capacity, as the utilization rate does not capture the parking demand from the motorists who fail to find parking spaces.

      PubDate: 2014-06-14T18:11:30Z
      DOI: 10.1016/s1570-6672(13)60136-1
       
  • Simulation of Passenger Flows on Urban Rail Transit Platform based on
           Adaptive Agents
    • Authors: Qi XU; Baohua MAO; Minggao LI; Xujie FENG
      Pages: 28 - 33
      Abstract: Publication date: February 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 1
      Author(s): Qi XU , Baohua MAO , Minggao LI , Xujie FENG
      Modeling and simulation of passenger flows on urban rail transit platform is a key issue in improving operation efficiency and service of level of urban rail transit, which should consider architectural environment, facilities implementation, and transportation organization. To simulate this kind of passenger for planning or evaluation, 3-layer architecture adaptive agent model is proposed to simulate passenger microscopic behaviors, which is based on visual perception module, making-decisions module, and action execution module. In respect of perception of agents, we construct a neuron-model-based perception model of environmental crowding to examine how individual URT passengers on the move represent the visual information of environmental crowding. Then, we define rules for behaviors based on cognitive heuristics for making-decisions module, and propose a discrete rule for the updating of passenger movement state for action execution module. Based on modeling passenger behavior dynamics, a microscopic simulation model for complex passenger flows on urban rail transit platform is developed. As a case study, the passenger flows scenarios of an island platform of urban rail transit station are simulated. Simulation results show that boarding and alighting passengers demand and train departure frequency have a remarkable impact on the maximum number of assembling passengers on platform and efficiency of mustering and evacuating under given conditions of building environment and facilities.

      PubDate: 2014-04-29T13:53:51Z
      DOI: 10.1016/s1570-6672(13)60133-6
       
  • Bounding the Efficiency Loss of Mixed Equilibrium in the Transportation
           Network with Selfish and Altruistic Users
    • Authors: Xiaojun YU; Wenzhuan ZHANG
      Pages: 59 - 64
      Abstract: Publication date: February 2014
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 14, Issue 1
      Author(s): Xiaojun YU , Wenzhuan ZHANG
      Existing research mainly focuses on the efficiency loss of homogeneous users in the transportation network while little effort has been made to explore the efficiency loss of heterogeneous users. The aim of this article is to investigate the efficiency loss of mixed traffic assignment in the transportation network with selfish and altruistic users. The selfish user chooses a travel path based on the classical user equilibrium (UE) principle and the altruistic user aims to minimize their perceived travel cost (here, the perceived travel cost of each altruistic user is a linear combination of a selfish and altruistic component). Firstly, this article establishes a Variational Inequality (VI) model to depict this mixed traffic assignment. Secondly, the upper bound of this mixed equilibrium traffic assignment is derived by analytic derivation and the relation between the upper bound and the network parameters is obtained. Finally, a numerical example is carried out to validate the analytical result. The analytical and numerical results show that the upper bound of efficiency loss is related to the maximal altruism coefficient, the minimal altruism coefficient and the link travel cost functions.

      PubDate: 2014-04-29T13:53:51Z
      DOI: 10.1016/s1570-6672(13)60134-8
       
  • Analysis of Micro-cars' Influence on Traffic Network Using a Microscopic
           Simulator
    • Authors: Rui MU; Toshiyuki YAMAMOTO
      Pages: 44 - 51
      Abstract: Publication date: December 2013
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 13, Issue 6
      Author(s): Rui MU , Toshiyuki YAMAMOTO
      The environmental effects and network performance of mixed traffic, consisting of micro-cars and conventional cars, on a small network are investigated using microscopic simulations. After calibrating the simulation model, the effects of three assumptions concerning micro-car speeds are investigated using the model. First, the parameters needed for network performance evaluation are determined iteratively. The power required to meet total travel demand is then computed to predict emissions. A higher ratio of micro-cars in the traffic reduces emissions, as does a lower micro-car speed. To investigate travel efficiency, the main parameters used are average speed, total travel time and total delay time. The results suggest that a higher ratio of micro-cars has a positive effect on the network when their speed is the same as or a slightly lower than that of conventional cars, while a higher ratio of micro-cars has a negative effect when their speed is close to the average traffic speed of the base model. To obtain a suitable balance between desired environmental effects and road network performance, we recommend that the desired speed of micro-cars be set to 40–45 km/h on a small urban traffic network.

      PubDate: 2014-01-08T04:37:15Z
      DOI: 10.1016/s1570-6672(13)60127-0
       
  • Traffic Incident Prediction on Intersections Based on HMM
    • Authors: Jun ZHOU; Lin CHENG; Lingyun ZHOU; Zhaoming CHU
      Pages: 52 - 59
      Abstract: Publication date: December 2013
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 13, Issue 6
      Author(s): Jun ZHOU , Lin CHENG , Lingyun ZHOU , Zhaoming CHU
      The intersection is an area where many accidents occur. Reasons for accidents are due to complicated intersection designs and the congested travel conditions. For these reasons, traffic incident detection is more complicated. This paper uses the intersections of Huaihai South Road and Jiefang Road as an example. According to the vehicle operation and phase timing, the situations of two vehicle's relative movement on four phase intersections are summarized. The motion vectors of the conflicting vehicle are quantized on the basis of vehicle tracking. Then, the HMM is used to classify the traffic conflicts of the intersection. Finally, numerical experiments verify that the algorithm is able to classify the conflict when the traffic is normal. Furthermore, the algorithm can forecast the traffic accidents (such as bumping, tandem, and stop) which occurred in the intersection.

      PubDate: 2014-01-08T04:37:15Z
      DOI: 10.1016/s1570-6672(13)60128-2
       
  • Urban Road Short-term Traffic Flow Forecasting Based on the Delay and
           Nonlinear Grey Model
    • Authors: Huan GUO; Xinping XIAO; Forrest JEFFREY
      Pages: 60 - 66
      Abstract: Publication date: December 2013
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 13, Issue 6
      Author(s): Huan GUO , Xinping XIAO , Forrest JEFFREY
      Concerning the delay and nonlinear properties of traffic flow in urban road systems, this paper forecasts the short-term traffic flow based on the grey GM(1,1 τ,r). Firstly, the delay factor τ is determined by the speed-flow relationship when volume is greater than it capacity. Then, the nonlinear parameter r is determined by a particle swarm optimization algorithm, where the prediction effect is unsurpassed. Finally, verification of this model is done by collecting traffic flow data on one section of Youyi Avenue and comparing the prediction value of GM(1,1 τ,r) with GM(1,1) and SVM. The results show that the prediction effect of GM(1,1 τ,r) model for short-term traffic flow is significantly improved, which plays an important role in intelligent traffic systems.

      PubDate: 2014-01-08T04:37:15Z
      DOI: 10.1016/s1570-6672(13)60129-4
       
  • Effects of Friends' Information Interaction on Travel Decisions
    • Authors: Tianliang LIU; Chong ZHANG; Tiange WANG; Guojun WU
      Pages: 86 - 93
      Abstract: Publication date: December 2013
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 13, Issue 6
      Author(s): Tianliang LIU , Chong ZHANG , Tiange WANG , Guojun WU
      Many existing studies focus on the effects of traffic information from ATIS on travel choices. Research on the effect of friends' travel information on people's travel choice is uncommon, yet needed. In this paper, behavioral experiments are conducted to discuss what the effects of information interaction with friends can bring on individual travel decision behavior. The experimental results concluded that when the rate of friends' information interaction reaches 33.3%, the whole system is at an optimal level. Furthermore, users reach an optimum when the rate of friends' travel information interaction is 75%. The average time and cost per person is increasing when the whole system optimum transfers to the user optimum. Moreover, adjustments of departure time at the system optimum are more dispersed than at the user optimum, while travel choice changes are more concentrated.

      PubDate: 2014-01-08T04:37:15Z
      DOI: 10.1016/s1570-6672(13)60130-0
       
  • Least-time Path Algorithm Based on Missile Guidance
    • Authors: Yan GONG; Sujian LI; Enhui XING
      Pages: 94 - 100
      Abstract: Publication date: December 2013
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 13, Issue 6
      Author(s): Yan GONG , Sujian LI , Enhui XING
      A dynamic and real-time single-vehicle path algorithm considering system optimization is proposed by the method of simulating missile guidance. Targeted at minimizing the run-time of a single vehicle, the algorithm plans a path for the vehicle to avoid traffic congestion and help optimize the overall traffic state. This algorithm begins with preliminary path planning to find the points from which ideal paths that help balance the vehicle traffic flow can be generated. Then the algorithm plans for the ideal paths before the actual path is derived from the ideal ones. Throughout the driving process, the algorithm dynamically and cyclically plans the path in real-time, and dynamically revises the plan of the path covering the sections ahead based on the traffic state. Simulation showed that the proposed algorithm effectively enables vehicles to avoid congestion and save travel time, and helps balance the vehicle traffic flow and optimize the traffic state.

      PubDate: 2014-01-08T04:37:15Z
      DOI: 10.1016/s1570-6672(13)60131-2
       
  • A Probability Model of Bicycles Crossing Vehicle-bicycle Separation Lines
    • Authors: Shuichao ZHANG; Kangkang HE; Renfa YANG
      Pages: 101 - 126
      Abstract: Publication date: December 2013
      Source:Journal of Transportation Systems Engineering and Information Technology, Volume 13, Issue 6
      Author(s): Shuichao ZHANG , Kangkang HE , Renfa YANG
      Vehicle-bicycle separation lines are frequently used to isolate motor vehicles from bicycles on China's urban roads. Conflict between motor vehicles and bicycles exists in these road sections. It is regularly caused by bicycles crossing the vehicle-bicycle separation line onto the motor vehicle lane. Thus, it is imperative to research the probability of crossing travel of bicycles. First, two presumptions for bicycles to cross travel are stated. One is that bicycles need to cross the traffic marking; the other is that the space among the adjacent motor vehicle flows is available for bicycles to cross. With this observation, the probability of conflicts between motor vehicles and bicycles can be obtained as a product of their probabilities. Based on this probability, the result was summarized as follows: the probability for bicycles crossing the traffic marking obeys a negative exponential distribution, which is derived. The result was shown by theoretical analysis and was compared to actual survey data. The available probability for bicycles entering into motor vehicle flow was found by the use of a traffic survey. Therefore, a probability function was proposed with different spaces that led to a probability model for vehicle-bicycle conflicts. At last, using the survey data, the probability model proved to be correct.

      PubDate: 2014-01-08T04:37:15Z
      DOI: 10.1016/s1570-6672(13)60132-4
       
 
 
JournalTOCs
School of Mathematical and Computer Sciences
Heriot-Watt University
Edinburgh, EH14 4AS, UK
Email: journaltocs@hw.ac.uk
Tel: +00 44 (0)131 4513762
Fax: +00 44 (0)131 4513327
 
Home (Search)
Subjects A-Z
Publishers A-Z
Customise
APIs
Your IP address: 54.166.77.32
 
About JournalTOCs
API
Help
News (blog, publications)
JournalTOCs on Twitter   JournalTOCs on Facebook

JournalTOCs © 2009-2016