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Kirolos Haleem
Kirolos Haleem
Associate Professor & Center for Transportation Research (CTR) Director, Western Kentucky University
在 wku.edu 的电子邮件经过验证 - 首页
标题
引用次数
引用次数
年份
Analyzing pedestrian crash injury severity at signalized and non-signalized locations
K Haleem, P Alluri, A Gan
Accident Analysis & Prevention 81, 14-23, 2015
2982015
Examining traffic crash injury severity at unsignalized intersections
K Haleem, M Abdel-Aty
Journal of safety research 41 (4), 347-357, 2010
2652010
Analyzing angle crashes at unsignalized intersections using machine learning techniques
M Abdel-Aty, K Haleem
Accident Analysis & Prevention 43 (1), 461-470, 2011
1542011
Effect of driver’s age and side of impact on crash severity along urban freeways: A mixed logit approach
K Haleem, A Gan
Journal of safety research 46, 67-76, 2013
1352013
Contributing factors of crash injury severity at public highway-railroad grade crossings in the US
K Haleem, A Gan
Journal of safety research 53, 23-29, 2015
862015
Using multivariate adaptive regression splines (MARS) to develop crash modification factors for urban freeway interchange influence areas
K Haleem, A Gan, J Lu
Accident Analysis & Prevention 55, 12-21, 2013
732013
Using a reliability process to reduce uncertainty in predicting crashes at unsignalized intersections
K Haleem, M Abdel-Aty, K Mackie
Accident Analysis & Prevention 42 (2), 654-666, 2010
532010
Developing local safety performance functions versus calculating calibration factors for SafetyAnalyst applications: A Florida case study
J Lu, K Haleem, P Alluri, A Gan, K Liu
Safety science 65, 93-105, 2014
492014
Investigating risk factors of traffic casualties at private highway-railroad grade crossings in the United States
K Haleem
Accident Analysis & Prevention 95, 274-283, 2016
412016
Clustering-based roadway segment division for the identification of high-crash locations
J Lu, A Gan, K Haleem, W Wu
Journal of Transportation Safety & Security 5 (3), 224-239, 2013
362013
Multiple applications of multivariate adaptive regression splines technique to predict rear-end crashes at unsignalized intersections
K Haleem, M Abdel-Aty, J Santos
Transportation research record 2165 (1), 33-41, 2010
332010
Application of variable speed limits and ramp metering to improve safety and efficiency of freeways
M Abdel-Aty, K Haleem, R Cunningham, V Gayah
2nd International Symposium on Freeway and Tollway Operations, 1-13, 2009
332009
Full versus simple safety performance functions: comparison based on urban four-lane freeway interchange influence areas in Florida
J Lu, K Haleem, P Alluri, A Gan
Transportation research record 2398 (1), 83-92, 2013
312013
Identifying traditional and nontraditional predictors of crash injury severity on major urban roadways
K Haleem, A Gan
Traffic injury prevention 12 (3), 223-234, 2011
312011
Developing bicycle-vehicle crash-specific safety performance functions in Alabama using different techniques
N Shirani-Bidabadi, N Mallipaddi, K Haleem, M Anderson
Accident Analysis & Prevention 146, 105735, 2020
302020
Comparing Locally Calibrated and SafetyAnalyst-Default Safety Performance Functions for Florida’s Urban Freeways
J Lu, A Gan, K Haleem, P Alluri, K Liu
Transportation Research Board 91st Annual MeetingTransportation Research Board, 2012
302012
Safety performance of G4 (1S) W-beam guardrails versus cable median barriers on Florida's freeways
P Alluri, A Gan, K Haleem, J Mauthner
Journal of Transportation Safety & Security 7 (3), 208-227, 2015
242015
In-service performance evaluation (ISPE) for G4 (1S) type of strong-post w-beam guardrail system and cable median barrier: volume I.
P Alluri, K Haleem, A Gan
Florida. Department of Transportation. Research Center, 2012
202012
Comprehensive study to reduce pedestrian crashes in Florida.
P Alluri, K Haleem, A Gan, M Lavasani, D Saha
Florida. Dept. of Transportation, 2013
182013
Preparing Florida for deployment of SafetyAnalyst for all roads.
A Gan, K Haleem, P Alluri, J Lu, T Wang, M Ma, C Diaz
Florida International University. Lehman Center for Transportation Research, 2012
172012
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