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  • Mobility and traffic research  (18)
  • 1
    Online Resource
    Online Resource
    SAGE Publications ; 2002
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1791, No. 1 ( 2002-01), p. 78-84
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1791, No. 1 ( 2002-01), p. 78-84
    Abstract: The development of procedures for creating bus route information is discussed as part of a Global Positioning System (GPS)–based bus inventory database in urban transit systems for intelligent transportation system applications. In the past, bus route information was usually entered into the database through geographic information system tools. Procedures involved in data entry were often very tedious. This study utilizes GPS technology to automate the process of generating data inventory for bus route information. An efficient algorithm was developed in this study for capturing the route information on the basis of a sequence of vehicle location data. The algorithm can be readily implemented with computer programs. The route information obtained from the algorithm is compared with the field bus trajectory data collected in Blacksburg, Virginia. In particular, comparison was made for different digitizing intervals and different bus routes. The results show that the route map created is sufficiently accurate for many applications. The route map information obtained from this study is particularly useful for the development of transit information systems to ( a) predict arrival time of the next bus and ( b) track schedule adherence of individual buses.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2002
    detail.hit.zdb_id: 2403378-9
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  • 2
    Online Resource
    Online Resource
    SAGE Publications ; 1999
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1666, No. 1 ( 1999-01), p. 101-109
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1666, No. 1 ( 1999-01), p. 101-109
    Abstract: Bus headway in a rural area usually is much larger than that in an urban area. Providing real-time bus arrival information could make the public transit system more user-friendly and thus enhance its competitiveness among various transportation modes. As part of an operational test for rural traveler information systems currently ongoing in Blacksburg, Virginia, an experimental study has been conducted on forecasting the arrival time of the next bus with automatic vehicle location techniques. The process of developing arrival time estimation algorithms is discussed, including route representation, global positioning system (GPS) data screening for identifying data quality and delay patterns, algorithm formulation, and development of measures of performance. Whereas GPS-based bus location data are adopted in all four algorithms presented, the extent to which other information is used in these algorithms varies. In addition to bus location data, information relevant to the performance of an algorithm includes scheduled arrival time, delay correlation, and waiting time at time-check stops. The performance of an algorithm using different levels of information is compared against three criteria: overall precision, robustness, and stability. Results show that at the site where the study is being conducted, the dwell time at time-check stops is most relevant to the performance of an algorithm.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 1999
    detail.hit.zdb_id: 2403378-9
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  • 3
    Online Resource
    Online Resource
    SAGE Publications ; 2023
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2677, No. 5 ( 2023-05), p. 92-102
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2677, No. 5 ( 2023-05), p. 92-102
    Abstract: A common maneuver drivers perform and experience on the road is changing lanes. Autonomous vehicles are required to engage a lane change safely and to react to the other road users’ lane changes. To develop autonomous vehicles that change lanes or respond to the lead vehicle’s lane changes in a safe and human-like way, one should investigate the factors that affect human driver responses. By reviewing the literature to identify potential factors, this study extracted these factors from a naturalistic driving data set and associated them with driver deceleration and acceleration responses to the lead vehicle’s cut-in and cut-out to develop predictive models for the impact of the events on traffic flow. After the events were verified as accurate, the variables associated with the events, including range, range rate, speed, lateral position in the lane, and average acceleration were analyzed using logistic regression, support vector machines (SVM), and two forms of decision trees. In total, 799 cut-in events and 684 cut-out events with the necessary variables were applied for analysis. The significant variables influencing driver behavior were found, and using these variables, the predictive models achieved around 80% accuracy for cut-ins, and 73% accuracy for cut-outs on test data. These results will assist in the future design of autonomous vehicle control to minimize detrimental effects on traffic when changing lanes and safe longitudinal control when responding to a lead vehicle’s lane changes, allowing for safe integration with human drivers, and better design of driver assistance systems.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2023
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  • 4
    Online Resource
    Online Resource
    SAGE Publications ; 2008
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2072, No. 1 ( 2008-01), p. 57-63
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2072, No. 1 ( 2008-01), p. 57-63
    Abstract: Numerous studies have concluded that collision warning systems (CWSs) help drivers be aware of imminent dangerous situations. Driving safety and ergonomics make designing a CWS a very important task. Many studies have explored the effects of different types of CWS interface designs on driving safety performance. However, most of these studies were for passenger cars, with few studies focusing on buses. This study investigates the effects of four different types of in-vehicle bus CWS interfaces on driver reaction time to front events (i.e., a lead vehicle breaking suddenly) and side events (i.e., a vehicle cutting in too close) using a bus driving simulator. Twenty-nine professional bus drivers participated in the experiment. For both front events and side events, the driving experiment results reveal that driver reaction times are highly correlated with crash occurrence. The four different types of bus CWS interface designs can significantly reduce driver reaction time. Driver response time is the shortest for the interface using a beep and symbol shown on a heads-up display indicating the direction of danger. This study concludes that buses should be equipped with CWSs to protect the safety of bus drivers and passengers.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2008
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  • 5
    Online Resource
    Online Resource
    SAGE Publications ; 2010
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2174, No. 1 ( 2010-01), p. 128-137
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2174, No. 1 ( 2010-01), p. 128-137
    Abstract: Maximizing accessibility is often an important consideration in the location of a facility. This paper describes the development of a planning procedure based on a geographic information system (GIS) to assist decision makers in site selection when various accessibility criteria are considered. The procedure is illustrated in the context of siting a new women's and children's community center in Tucson, Arizona. First, suitable sites are identified as candidates on the basis of constraints related to transportation, land use, zoning, and so forth. Then a GIS-based decision support system is designed to assess the optimality of the candidate sites on the basis of accessibility by different population groups modeled, with the use of a multiobjective mathematical programming approach. Although this analysis focuses on a single facility, the methodology discussed, including the use of visual assessment tools and the development of the optimization model, can be used for multiple site selection and easily extended to other applications in which accessibility is a key component.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2010
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  • 6
    Online Resource
    Online Resource
    SAGE Publications ; 2009
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2130, No. 1 ( 2009-01), p. 101-108
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2130, No. 1 ( 2009-01), p. 101-108
    Abstract: The 12.9-km-long Shea-San Tunnel, located on Taiwan's 54-km-long National Highway 5 (NH-5), has two one-way tubes. To minimize accidents and to respond to the need for improved operating efficiency on NH-5, Taiwan's Bureau of National Highways adopts a graduated approach in traffic control. Before October 2007, the bureau set a uniform speed limit of 70 kilometers per hour (km/h) for NH-5 and allowed only passenger cars and other small vehicles to enter the Shea-San Tunnel and the adjacent Pern-San Tunnel. With the exception of the Shea-San Tunnel, the speed limit was raised to 80 km/h in October 2007. In November 2007, the bureau opened all the tunnels to commercial buses and, most recently, the bureau raised the speed limit in the Shea-San Tunnel to 80 km/h. One traffic regulation that remains unchanged is that motorists in the Shea-San Tunnel must maintain a minimum car-following distance of 50 m under normal conditions. The capacities of the two tubes in the Shea-San Tunnel are still low. This study uses detector data to examine the spatial and temporal variations of capacity, free-flow speed, passenger car equivalents of buses, and speed–flow relationship.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2009
    detail.hit.zdb_id: 2403378-9
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  • 7
    Online Resource
    Online Resource
    SAGE Publications ; 2005
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1916, No. 1 ( 2005-01), p. 88-95
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1916, No. 1 ( 2005-01), p. 88-95
    Abstract: Allocating the cost of empty railcar miles to partners in a railcar pooling system is an important pricing problem in railway management. Recently, the authors of this paper proposed a cost allocation scheme for empty railcar movements based on game theory that explicitly considers the level of participation and contribution from each partner, the costs generated before and after cooperation, and the overall benefit obtained by each partner because of cooperation. This paper compares the performance of the model with three other cost allocation models with respect to fairness, stability, and computational efficiency. The comparison is made with two scenarios adapted from examples documented in the literature. The results indicate that the cost allocation scheme based on game theory outperforms other methods in ensuring fairness and enhancing stability in a coalition. Most remarkably, it yields reasonable results even in situations in which other models behave poorly. Computationally, it is manageable for practical problems.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2005
    detail.hit.zdb_id: 2403378-9
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  • 8
    Online Resource
    Online Resource
    SAGE Publications ; 2006
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1959, No. 1 ( 2006-01), p. 92-104
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1959, No. 1 ( 2006-01), p. 92-104
    Abstract: The framework and field application of a simulation-based online system for travel time prediction are presented. The proposed system is designed to contend with most critical issues associated with real-time operations, which include estimation of missing volumes, detection of incidents, data filtering, and computation of traffic volumes for projected time intervals so as to activate the simulation function. The proposed system was deployed on two routes of 30 mi between Salisbury and Ocean City, Maryland, with a total of 10 detectors. The preliminary application results clearly indicate that with proper integration the proposed system offers a cost-effective tool for real-time travel time prediction.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2006
    detail.hit.zdb_id: 2403378-9
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  • 9
    Online Resource
    Online Resource
    SAGE Publications ; 2004
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1870, No. 1 ( 2004-01), p. 147-152
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1870, No. 1 ( 2004-01), p. 147-152
    Abstract: Traffic data from single loop detectors are a dominant data source widely used in traffic operation centers and traveler information systems. Speed estimation from single loop detectors is based mainly on occupancy data, a conversion factor from occupancy to density (which is related to vehicle length), and the assumed relationship between flow, speed, and density. The discrepancy between the speed estimated with single loops and the speed measured directly from double loops was investigated. It was found that the inaccuracy of speed estimation done with single loops was caused mainly by the irregular behavior of vehicle pace. Under congested or unstable traffic conditions, the distribution of vehicle pace within a given time interval often exhibits a large variance accompanied by a strong skewness. Accuracy in speed estimation can be improved by computing occupancy in a different way—by using median vehicle passage time over the detector—instead of mean vehicle passage time, often used in the conventional method. The performance of the enhanced speed estimation method is very encouraging. The use of the median vehicle passage time reduces the skewness of pace data.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2004
    detail.hit.zdb_id: 2403378-9
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  • 10
    Online Resource
    Online Resource
    SAGE Publications ; 2003
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1857, No. 1 ( 2003-01), p. 109-116
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1857, No. 1 ( 2003-01), p. 109-116
    Abstract: Two quasi-Newton methods are proposed to deal with traffic assignment in a capacitated network. The methods combine Newton formula, column generation, and penalty techniques. The first method uses the gradient of the objective function to obtain an improving feasible direction scaled by the second-order derivatives. The second one uses a Rosen gradient to obtain an improving direction scaled by the corresponding origin–destination demand. Both methods make a line search to obtain an optimal step size to guarantee the feasibility of either path or link flow. The proposed methods are of fast convergence and high accuracy at the expense of saving path information. Numerical examples verify their efficiency and stability. The quasi-Newton method with a straight gradient demonstrates more stability than the Rosen gradient for capacitated traffic assignment.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2003
    detail.hit.zdb_id: 2403378-9
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