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Gayah VV, Donnell ET, Zhang P. Crash modification factors for high friction surface treatment on horizontal curves of two-lane highways: A combined propensity scores matching and empirical Bayes before-after approach. ACCIDENT; ANALYSIS AND PREVENTION 2024; 199:107536. [PMID: 38447354 DOI: 10.1016/j.aap.2024.107536] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 09/01/2023] [Revised: 03/01/2024] [Accepted: 03/03/2024] [Indexed: 03/08/2024]
Abstract
Horizontal curves are locations that, as a result of the changing alignment, may be a contributing factor in roadway departure crashes. One low-cost countermeasure to mitigate crashes at these locations is the installation of the high friction surface treatment (HFST), which increases roadway friction and is intended to help keep drivers on the roadway when traversing a horizontal curve. This treatment has been implemented at numerous curves in Pennsylvania, but the overall safety effectiveness is not known. The purpose of this study is to estimate a suite of Crash Modification Factors (CMFs) for HFST applied to curve sections of undivided two-lane roadways. A novel combination of the empirical Bayes observational before-after study design and propensity score matching was used to estimate CMFs for multiple crash types, crash severities, and roadway settings (urban and rural). Propensity score matching was implemented to identify the most appropriate reference group to use within the empirical Bayes methodology. The results indicate that the installation of HFST is associated with a statistically significant decrease in all crash types and severities considered.
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Affiliation(s)
- Vikash V Gayah
- Department of Civil and Environmental Engineering, The Pennsylvania State University, University Park, PA 16802, United States.
| | - Eric T Donnell
- Department of Civil and Environmental Engineering, The Pennsylvania State University, University Park, PA 16802, United States
| | - Pengxiang Zhang
- Department of Civil and Environmental Engineering, The Pennsylvania State University, University Park, PA 16802, United States
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Paliotto A, Meocci M, Terrosi A, La Torre F. Systematic review, evaluation and comparison of different approaches for the implementation of road network safety analysis. Heliyon 2024; 10:e28391. [PMID: 38596008 PMCID: PMC11002554 DOI: 10.1016/j.heliyon.2024.e28391] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Download PDF] [Figures] [Journal Information] [Subscribe] [Scholar Register] [Received: 09/27/2023] [Revised: 03/08/2024] [Accepted: 03/18/2024] [Indexed: 04/11/2024] Open
Abstract
Introduction Road safety is still a major issue all around the world. The capability to analyze the road network and identify high risk sections is crucial in road safety management. Therefore, it is essential for road administrations, practitioners, and researcher to have a clear and practical framework of the available road network safety analysis procedures. The aim of this study is to provide such a framework by carrying out an exhaustive analysis of the main procedures available all around the world. Method The proposed literature review has started considering a web search on Web of Science (WoS). Then, a systematic review of each publication has been carried out using the Bibliometrix software, to identify the main characteristics of the publications within the specific topic. Then, the most relevant and widespread safety analysis procedures have been considered and the following aspects have been analyzed: the type of approach (crash analysis, crash prediction models procedures, based on road safety inspections, etc.), which and how many data are required (crashes, traffic, visual inspections, geometrical data, etc.), which is the effectiveness of the procedure, and which are the segmentation criteria used (fixed length, variable length based on geometry, traffic, etc.). Results Ten different procedures for road network safety analysis have been considered for detailed analysis. The research findings highlight that each procedure has its own pros and cons. Conclusions The choice of the best procedure to use is highly related to the characteristics of the road network that need to be analyzed, to the availability of data, and to the main elements the Road Authorities (RA) wants to give priority to. Practical applications This collection and review of different procedures will be of great interest for RAs, practitioners, and researchers in the process of selecting the most useful procedure to use to carry out a road network safety analysis.
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Affiliation(s)
- Andrea Paliotto
- Civil and Environmental Engineering Department, University of Florence, Via S. Marta 3, 50139, Firenze, Italy
| | - Monica Meocci
- Civil and Environmental Engineering Department, University of Florence, Via S. Marta 3, 50139, Firenze, Italy
| | - Alessandro Terrosi
- Civil and Environmental Engineering Department, University of Florence, Via S. Marta 3, 50139, Firenze, Italy
| | - Francesca La Torre
- Civil and Environmental Engineering Department, University of Florence, Via S. Marta 3, 50139, Firenze, Italy
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Zhang Y, Li H, Ren G. Road safety evaluation with multiple treatments: A comparison of methods based on simulations. ACCIDENT; ANALYSIS AND PREVENTION 2023; 190:107170. [PMID: 37331093 DOI: 10.1016/j.aap.2023.107170] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Subscribe] [Scholar Register] [Received: 04/03/2023] [Revised: 05/30/2023] [Accepted: 06/08/2023] [Indexed: 06/20/2023]
Abstract
This paper focuses on ex-post road safety evaluation with multiple treatments. The potential outcome framework for causal inference is introduced to formalize the causal estimands of interest. Various estimation methods are compared via performing simulation experiments based on semi-synthetic data constructed from a London 20 mph zones dataset. The methods under evaluation include regressions, propensity score (PS) based methods, and a machine learning-based method termed generalized random forests (GRF). Both PS-based methods and GRF show higher flexibility with respect to functional specifications of outcome models. Moreover, GRF shows great superiority in the cases where road safety treatments are assigned following specific criteria and/or where there are heterogeneous treatment effects. Considering the ex-post evaluation of combined effects of multiple treatments has significant practical value, the potential outcome framework and the estimation methods presented in this paper are highly recommended for road safety studies.
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Affiliation(s)
- Yingheng Zhang
- School of Transportation, Southeast University, China; Jiangsu Key Laboratory of Urban ITS, China; Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, China
| | - Haojie Li
- School of Transportation, Southeast University, China; Jiangsu Key Laboratory of Urban ITS, China; Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, China.
| | - Gang Ren
- School of Transportation, Southeast University, China; Jiangsu Key Laboratory of Urban ITS, China; Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, China
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Unsafe Behaviors Analysis of Sideswipe Collision on Urban Expressways Based on Bayesian Network. SUSTAINABILITY 2022. [DOI: 10.3390/su14138142] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.5] [Reference Citation Analysis] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 02/01/2023]
Abstract
The causes of crashes on urban expressways are mostly related to the unsafe behaviors of drivers before the crash. This study focuses on sideswipe collisions on urban expressways. Through real and visual crash data, 17 unsafe behaviors were identified for the analysis of sideswipe collisions on an urban expressway. The chains of high-risk and unsafe behaviors were then revealed to investigate the relationship between drivers’ unsafe behaviors and sideswipe collisions. A Bayesian network diagram of unsafe behaviors was used to obtain the correlation between unsafe behaviors and their influence. A topology diagram of unsafe behaviors was then constructed, and relational reasoning of typical behavioral chains was conducted. Finally, the unsafe behaviors and behavior chains that were likely to cause sideswipe collisions on the urban expressway were determined. The possibility of each behavior chain was quantified through the reasoning of variable structures constructed by the Bayesian network. The result shows that the significant influential single unsafe behavior leading to sideswipe collision on urban expressways was lane change without checking the rearview mirror or not scanning the road around and queue-jumping; moreover, based on unsafe behavior chains analysis, the most influential chains leading to sideswipe collision were: improper driving behavior in an emergency—failure to turn on signal when changing lanes—distracted and inattentive driving. Some safety precautions and countermeasures aimed at unsafe behaviors could be taken before the crash. The results of the study can be used to reduce the number of sideswipe collisions, thereby improving traffic safety on urban expressways.
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Zhang Y, Li H, Ren G. Estimating heterogeneous treatment effects in road safety analysis using generalized random forests. ACCIDENT; ANALYSIS AND PREVENTION 2022; 165:106507. [PMID: 34856506 DOI: 10.1016/j.aap.2021.106507] [Citation(s) in RCA: 2] [Impact Index Per Article: 1.0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 05/08/2021] [Revised: 07/23/2021] [Accepted: 11/21/2021] [Indexed: 06/13/2023]
Abstract
Numerous evaluation studies have been conducted on a variety of road safety measures. However, the issue of treatment heterogeneity, defined as the variation in treatment effects, has rarely been investigated before. This paper contributes to the literature by introducing generalized random forests (GRF) for estimation of heterogeneous treatment effects (HTEs) in road safety analysis. GRF has high functional flexibility and is able to search for complex treatment heterogeneity. We first perform a series of simulation experiments to compare GRF with three causal methods that have been used in road safety studies, i.e., outcome regression method, propensity score method, and doubly robust estimation method. The simulation results suggest that GRF is superior to these three methods in terms of model specification, especially with the existence of nonlinearity and nonadditivity. On the other hand, a large dataset is required for accurate GRF estimation. Then we conduct a case study on the UK's speed camera program. Our results indicate significant reductions in the number of road accidents at speed camera sites. And the heterogeneity in treatment effects is found to be statistically significant. We further consider the associations between the baseline accident records, traffic volume, local socio-economic characteristics, and the safety effects of speed cameras. In general, the effect of speed cameras is larger at the sites with more baseline accident records, higher traffic volume, and in more densely-populated and deprived areas. Several policy suggestions are provided based on these findings. The evaluation of HTEs likely offers more comprehensive information to local authorities and policy makers, and improves the performance of speed camera programs. Moreover, GRF can be a promising approach for revealing treatment effect heterogeneity in road safety analysis.
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Affiliation(s)
- Yingheng Zhang
- School of Transportation, Southeast University, China; Jiangsu Key Laboratory of Urban ITS, China; Jiangsu Province Collaborative Innovation Center of Modern, Urban Traffic Technologies, China
| | - Haojie Li
- School of Transportation, Southeast University, China; Jiangsu Key Laboratory of Urban ITS, China; Jiangsu Province Collaborative Innovation Center of Modern, Urban Traffic Technologies, China.
| | - Gang Ren
- School of Transportation, Southeast University, China; Jiangsu Key Laboratory of Urban ITS, China; Jiangsu Province Collaborative Innovation Center of Modern, Urban Traffic Technologies, China
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Chen W, Yang J, Khasawneh MT, Fu J, Sun B. Rules of incidental operation risk propagation in metro networks under fully automatic operations mode. PLoS One 2021; 16:e0261436. [PMID: 34914807 PMCID: PMC8675654 DOI: 10.1371/journal.pone.0261436] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [MESH Headings] [Track Full Text] [Download PDF] [Figures] [Journal Information] [Subscribe] [Scholar Register] [Received: 08/16/2021] [Accepted: 12/01/2021] [Indexed: 11/18/2022] Open
Abstract
The frequent interruptions of network operation due to any incident suggest the necessity to study the rules of operational risk propagation in metro networks, especially under fully automatic operations mode. In this study, risk indicator computation models were developed by analyzing risk propagation processes within transfer stations and metro networks. Moreover, indicator variance rules for a transfer station and different structural networks were discussed and verified through simulation. After reviewing the simulation results, it was concluded that under the impacts of both sudden incident and peak passenger flow, the more the passengers coming from platform inlets, the longer the non-incidental line platform total train operation delay and the higher the crowding degree. However, train headway has little influence on non-incidental line platform risk development. With respect to incident risk propagation in a metro network, the propagation speed varies with network structure, wherein an annular-radial network is the fastest, a radial is moderately fast, and a grid-type network is the slowest. The conclusions are supposed to be supports for metro operation safety planning and network design.
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Affiliation(s)
- Wenying Chen
- School of Management and Engineering, Capital University of Economics & Business, Beijing, China
- Beijing Key Laboratory of Megaregions Sustainable Development Modeling, Beijing, China
- * E-mail:
| | - Jinyu Yang
- School of Management and Engineering, Capital University of Economics & Business, Beijing, China
- Beijing Key Laboratory of Megaregions Sustainable Development Modeling, Beijing, China
| | - Mohammad T. Khasawneh
- Department of Systems Science and Industrial Engineering, State University of New York at Binghamton, Binghamton, New York, United States of America
| | - Jiaping Fu
- School of Management and Engineering, Capital University of Economics & Business, Beijing, China
- Beijing Key Laboratory of Megaregions Sustainable Development Modeling, Beijing, China
| | - Baoping Sun
- School of Management and Engineering, Capital University of Economics & Business, Beijing, China
- Beijing Key Laboratory of Megaregions Sustainable Development Modeling, Beijing, China
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Ma Y, Gu X, Zhang W, Hu S, Liu H, Zhao J, Chen S. Evaluating the effectiveness of crosswalk tactile paving on street-crossing behavior: A field trial study for people with visual impairment. ACCIDENT; ANALYSIS AND PREVENTION 2021; 163:106420. [PMID: 34628267 DOI: 10.1016/j.aap.2021.106420] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 06/25/2020] [Revised: 08/11/2021] [Accepted: 09/22/2021] [Indexed: 06/13/2023]
Abstract
People with visual impairment cannot easily obtain external information through vision and thus they face more challenges when traveling than sighted people. The travel environment for people with visual impairment includes pedestrian safety concerns, especially when crossing roads at intersections. Tactile paving can be used as a guidance cue for street-crossing purposes but its use is not yet widespread globally (except at some test sites in Japan). This study investigated the effectiveness of tactile paving on crosswalks based on a field trial conducted in China. A drone and three-axis accelerometer were used to collect participants' behavioral data. Several quantitative indices for street-crossing behavior, including trajectory, maximum distance of the directional deviation, crossing speed, crossing time, and gait regularity and symmetry, were investigated to measure the participants' street-crossing performance. Before-after comparative analysis of the quantitative index results was conducted to compare the participants' use of crosswalks with and without tactile paving. The results reveal that tactile paving helps people with visual impairment to maintain a straight crossing path, avoid directional deviation, reduce their crossing time, and improve their gait regularity and symmetry. Study participants reported positive impressions of the effectiveness of crosswalk tactile paving based on one-to-one interviews conducted after the crosswalk tests. The results also indicate that crosswalk tactile paving is more effective for people with blindness than for those with low vision. This study's findings could serve as a theoretical basis for the deployment of various barrier-free traffic facilities (especially street-crossing facilities) for people with visual impairment.
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Affiliation(s)
- Yongfeng Ma
- Jiangsu Key Laboratory of Urban ITS, Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, School of Transportation, Southeast University, Nanjing 211189, China.
| | - Xin Gu
- Beijing Engineering Research Center of Urban Transport Operation Guarantee, Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
| | - Wenqian Zhang
- Jiangsu Key Laboratory of Urban ITS, Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, School of Transportation, Southeast University, Nanjing 211189, China
| | - Shuqin Hu
- Jiangsu Key Laboratory of Urban ITS, Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, School of Transportation, Southeast University, Nanjing 211189, China
| | - Haodong Liu
- Jiangsu Key Laboratory of Urban ITS, Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, School of Transportation, Southeast University, Nanjing 211189, China
| | - Jiguang Zhao
- Oregon Department of Transportation, Salem, OR 97301, USA
| | - Shuyan Chen
- Jiangsu Key Laboratory of Urban ITS, Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, School of Transportation, Southeast University, Nanjing 211189, China.
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Han Y, Yu H, Li Z, Xu C, Ji Y, Liu P. An optimal control-based vehicle speed guidance strategy to improve traffic safety and efficiency against freeway jam waves. ACCIDENT; ANALYSIS AND PREVENTION 2021; 163:106429. [PMID: 34638010 DOI: 10.1016/j.aap.2021.106429] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.3] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 06/27/2021] [Revised: 08/16/2021] [Accepted: 09/17/2021] [Indexed: 06/13/2023]
Abstract
Freeway jam waves create many problems, including capacity reduction, travel delays, and safety risks. The development of cooperative vehicle infrastructure system (CVIS) has prompted numerous new strategies, which can resolve jam waves by implementing microscopic car-following control actions to individual vehicles. However, most of those strategies aimed at eliminating freeway jam waves without considering the safety risks induced by the car-following control. This paper proposes an optimal control-based vehicle speed guidance strategy to improve both traffic efficiency and safety against jam waves. The optimal controller is developed based on a discrete first-order traffic flow model formulated in Lagrangian coordinates. The optimization of vehicles' driving speed is formulated as a linear programming problem, where the constraints concerning threshold safety measures are imposed. The proposed vehicle speed guidance strategy is tested using a modified Intelligent Driving Model (IDM+), which represents real traffic dynamics in CVIS environment. The proposed speed guidance strategy is compared with a state-of-the-art jam-absorption driving strategy, which also aimed to eliminate freeway jam waves. Simulation results show that the proposed strategy outperforms that strategy in terms of both total time spent saving and surrogate safety measures' reduction. The time exposed time-to-collision (TET) is reduced by 31%, and the time integrated time-to-collision (TIT) is reduced by 9.5% on average. Furthermore, the computation time of the linear optimization is only a few seconds, which is fast enough for the online application of the proposed strategy.
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Affiliation(s)
- Yu Han
- School of Transportation, Southeast University, Nanjing, China
| | - Hao Yu
- School of Transportation, Southeast University, Nanjing, China
| | - Zhibin Li
- School of Transportation, Southeast University, Nanjing, China
| | - Chengcheng Xu
- School of Transportation, Southeast University, Nanjing, China
| | - Yanjie Ji
- School of Transportation, Southeast University, Nanjing, China
| | - Pan Liu
- School of Transportation, Southeast University, Nanjing, China
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9
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Driving Behavior Based Relative Risk Evaluation Using a Nonparametric Optimization Method. INTERNATIONAL JOURNAL OF ENVIRONMENTAL RESEARCH AND PUBLIC HEALTH 2021; 18:ijerph182312452. [PMID: 34886176 PMCID: PMC8656646 DOI: 10.3390/ijerph182312452] [Citation(s) in RCA: 2] [Impact Index Per Article: 0.7] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Download PDF] [Figures] [Subscribe] [Scholar Register] [Received: 10/15/2021] [Revised: 11/16/2021] [Accepted: 11/23/2021] [Indexed: 11/17/2022]
Abstract
Evaluating risks when driving is a valuable method by which to make people better understand their driving behavior, and also provides the basis for improving driving performance. In many existing risk evaluation studies, however, most of the time only the occurrence frequency of risky driving events is considered in the time dimension and fixed weights allocation is adopted when constructing a risk evaluation model. In this study, we develop a driving behavior-based relative risk evaluation model using a nonparametric optimization method, in which both the frequency and the severity level of different risky driving behaviors are taken into account, and the concept of relative risk instead of absolute risk is proposed. In the case study, based on the data from a naturalistic driving experiment, various risky driving behaviors are identified, and the proposed model is applied to assess the overall risk related to the distance travelled by an individual driver during a specific driving segment, relative to other drivers on other segments, and it is further compared with an absolute risk evaluation. The results show that the proposed model is superior in avoiding the absolute risk quantification of all kinds of risky driving behaviors, and meanwhile, a prior knowledge on the contribution of different risky driving behaviors to the overall risk is not required. Such a model has a wide range of application scenarios, and is valuable for feedback research relating to safe driving, for a personalized insurance assessment based on drivers' behavior, and for the safety evaluation of professional drivers such as ride-hailing drivers.
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Guo Y, Agrawal S, Peeta S, Benedyk I. Safety and health perceptions of location-based augmented reality gaming app and their implications. ACCIDENT; ANALYSIS AND PREVENTION 2021; 161:106354. [PMID: 34454283 DOI: 10.1016/j.aap.2021.106354] [Citation(s) in RCA: 2] [Impact Index Per Article: 0.7] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 05/23/2021] [Revised: 07/18/2021] [Accepted: 08/11/2021] [Indexed: 06/13/2023]
Abstract
This study seeks to understand the potential safety and health implications of location-based augmented reality gaming apps ("LAR apps") through studying people perception of Pokémon GO, a popular LAR gaming app. These perceptions can affect app usage behavior, app retention rate, and market share which can be critical to policymakers and app developers. An online survey is conducted to capture the impacts of Pokémon GO regarding: (i) perceived risk of using the app and opinion of prohibiting its usage while driving and cycling, (ii) frequency of app-related distracted driving and cycling, (iii) frequency of app-induced driving and potentially unsafe driving behavior, (iv) average daily steps before and after using the app, and (v) perceived physical and mental health benefits. Multivariate binary probit models and random parameters ordered probit models were estimated to capture users' and non-users' characteristics that affect these perceptions, attitude, and behavior. The results suggest that LAR gaming apps can potentially promote physical activity by encouraging people to walk more, increase social interactions such as app-related discussions, but also contribute to increased app-related distracted driving and cycling, app-induced driving, and unsafe driving behavior. The study findings and insights can provide valuable feedback to legislators and LAR gaming app developers for designing policies and app mechanisms that can address the safety concerns of using such apps, and provide physical and mental health benefits to its users.
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Affiliation(s)
- Yuntao Guo
- Department of Traffic Engineering and Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, 4800 Cao'an Road, Shanghai 201804, China.
| | - Shubham Agrawal
- Department of Sociology, Anthropology, and Criminal Justice, Clemson University, Clemson, SC 29634, USA.
| | - Srinivas Peeta
- School of Civil and Environmental Engineering and H. Milton Stewart School of Industrial and Systems Engineering, Georgia Institute of Technology, 790 Atlantic Drive, Atlanta, GA 30332-0355, USA.
| | - Irina Benedyk
- Department of Civil, Structural and Environmental Engineering, University at Buffalo, Buffalo NY 14260, USA.
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