4 results match your criteria: "Center for Transportation Analysis[Affiliation]"
PLoS One
July 2018
Center for Transportation Analysis, Oak Ridge National Laboratory, Cherahala Boulevard, Knoxville, TN, United States of America.
Along with the rapid development of Intelligent Transportation Systems, traffic data collection technologies have progressed fast. The emergence of innovative data collection technologies such as remote traffic microwave sensor, Bluetooth sensor, GPS-based floating car method, and automated license plate recognition, has significantly increased the variety and volume of traffic data. Despite the development of these technologies, the missing data issue is still a problem that poses great challenge for data based applications such as traffic forecasting, real-time incident detection, dynamic route guidance, and massive evacuation optimization.
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September 1998
Center for Transportation Analysis, Oak Ridge National Laboratory, TN 37831-6073, USA.
Considerable progress has been made on understanding older drivers' safety issues. None the less, findings from previous research have been rather inconclusive. Differences in data and research methodology have been suggested as factors that contribute to the discrepancies in previous findings.
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August 1994
Center for Transportation Analysis, Oak Ridge National Laboratory, TN 37831.
This paper evaluates the performance of Poisson and negative binomial (NB) regression models in establishing the relationship between truck accidents and geometric design of road sections. Three types of models are considered: Poisson regression, zero-inflated Poisson (ZIP) regression, and NB regression. Maximum likelihood (ML) method is used to estimate the unknown parameters of these models.
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December 1993
Center for Transportation Analysis, Oak Ridge National Laboratory, TN 37831.
The statistical properties of four regression models--two conventional linear regression models and two Poisson regression models--are investigated in terms of their ability to model vehicle accidents and highway geometric design relationships. Potential limitations of these models pertaining to their underlying distributional assumptions, estimation procedures, functional form of accident rate, and sensitivity to short road sections, are identified. Important issues, such as the treatment of vehicle exposure and traffic conditions, and data uncertainties due to sampling and nonsampling errors, are also discussed.
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