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Yan X, He J, Wu G, Sun S, Wang C, Fang Z, Zhang C. Driving risk identification of urban arterial and collector roads based on multi-scale data. ACCIDENT; ANALYSIS AND PREVENTION 2024; 206:107712. [PMID: 39002352 DOI: 10.1016/j.aap.2024.107712] [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: 03/18/2024] [Revised: 06/18/2024] [Accepted: 07/07/2024] [Indexed: 07/15/2024]
Abstract
Urban arterial and collector roads, while interconnected within the urban transportation network, serve distinct purposes, leading to different driving risk profiles. Investigating these differences using advanced methods is of paramount significance. This study aims to achieve this by primarily collecting and processing relevant vehicle trajectory data alongside driver-vehicle-road-environment data. A comprehensive risk assessment matrix is constructed to assess driving risks, incorporating multiple conflict and traffic flow indicators with statistically temporal stability. The Entropy weight-TOPSIS method and the K-means algorithm are employed to determine the risk scores and levels of the target arterial and collector roads. Using risk levels as the outcome variables and multi-scale features as the explanatory variables, random parameters models with heterogeneity in means and variances are developed to identify the determinants of driving risks at different levels. Likelihood ratio tests and comparisons of out-of-sample and within-sample prediction are conducted. Results reveal significant statistical differences in the risk profiles between arterial and collector roads. The marginal effects of significant parameters are then calculated separately for arterial and collector roads, indicating that several factors have different impacts on the probability of risk levels for arterial and collector roads, such as the number of movable elements in road landscape pictures, the standard deviation of the vehicle's lateral acceleration, the average standard deviation of speed for all vehicles on the road segment, and the number of one-way lanes on the road segment. Some practical implications are provided based on the findings. Future research can be implemented by expanding the collected data to different regions and cities over longer periods.
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Affiliation(s)
- Xintong Yan
- School of Transportation, Southeast University, 2 Si pai lou, Nanjing 210096, PR China.
| | - Jie He
- School of Transportation, Southeast University, 2 Si pai lou, Nanjing 210096, PR China.
| | - Guanhe Wu
- HUAWEI Software Technology Co., Ltd., Yuhuatai, Nanjing 518116, PR China.
| | - Shuang Sun
- BYD Co., Ltd., 2 Yadi, Xi'an 710119, PR China.
| | - Chenwei Wang
- School of Transportation, Southeast University, 2 Si pai lou, Nanjing 210096, PR China.
| | - Zhiming Fang
- School of Transportation, Southeast University, 2 Si pai lou, Nanjing 210096, PR China.
| | - Changjian Zhang
- School of Transportation, Southeast University, 2 Si pai lou, Nanjing 210096, PR China.
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2
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Zhang Z, Liu C. Identification of the factors influencing speeding behaviour of food delivery e-bikers in China with the naturalistic cycling data. INTERNATIONAL JOURNAL OF OCCUPATIONAL SAFETY AND ERGONOMICS 2024:1-10. [PMID: 39258572 DOI: 10.1080/10803548.2024.2393027] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Indexed: 09/12/2024]
Abstract
With the rapid growth of the gig economy in China, millions of food delivery e-bikers are making their living by rushing on the street. Speeding is one of their most common risky riding behaviours, leading to severe traffic crashes. Based on 2-month naturalistic cycling data of 46 full-time food delivery e-bikers in Changsha, their speeding behaviour is deeply studied with the individual daily speeding proportion being taken as the speeding indicator. A beta regression model is built to identify the factors significantly influencing the indicator. The estimation results reveal that female riders, middle-aged riders and riders with a bachelor's degree are less likely to engage in speeding. The same result is indicated for those working longer or experiencing more crashes. Additionally, holidays and riding distance are found to have significantly positive influences. Finally, some countermeasures are proposed to prevent speeding among food delivery e-bikers.
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Affiliation(s)
- Zihao Zhang
- College of Civil Engineering, Hunan University, China
| | - Chenhui Liu
- College of Civil Engineering, Hunan University, China
- Transportation Research Center, Hunan University, China
- Hunan Provincial Key Laboratory of Intelligent Human Factor Design, Hunan University, China
- National Key Laboratory of Bridge Safety and Resilience, Hunan University, China
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Vergara E, Aviles-Ordonez J, Xie Y, Shirazi M. Understanding speeding behavior on interstate horizontal curves and ramps using networkwide probe data. JOURNAL OF SAFETY RESEARCH 2024; 90:371-380. [PMID: 39251293 DOI: 10.1016/j.jsr.2024.05.003] [Citation(s) in RCA: 2] [Impact Index Per Article: 2.0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 09/01/2023] [Revised: 01/18/2024] [Accepted: 05/07/2024] [Indexed: 09/11/2024]
Abstract
INTRODUCTION Lane departure collisions account for many roadway fatalities across the United States. Many of these crashes occur on horizontal curves or ramps and are due to speeding. This research investigates factors that impact the odds of speeding on Interstate horizontal curves and ramps. METHOD We collected and combined two unique sources of data. The first database involves comprehensive curve and ramp characteristics collected by an automatic road analyzer (ARAN) vehicle; the second database includes volume, average speed, and speed distribution gathered from probe data provided by StreetLight Insight®. We evaluated the impacts of level of service (LOS), which reflects traffic density or level of congestion, time of the day (morning, evening, and off-peak hours), time of the week (weekdays and weekends), and month of the year (Jan-Dec), and various information about geometric characteristics, such as curve radius, arc angle, and superelevation, on odds of speeding. RESULTS The results show that the odds of speeding increases at horizontal curves with improved levels of service, as well as those with larger radii and superelevation. The odds of speeding decreases on curves with larger arc angles and during the winter months of the year. The findings indicate a reduction in odds of speeding at diagonal/loop ramps with larger arc angles and narrower lane widths. CONCLUSION The results show the importance of using speed enforcement and other countermeasures to reduce speeding on curves with low traffic volumes, high speed limits, and large radius and superelevation, especially for those in rural areas. PRACTICAL APPLICATION The results could be used to prioritize locations for the installation of speed countermeasures or dispatch enforcement resources to high-priority locations and times.
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Affiliation(s)
- Eduardo Vergara
- Department of Civil and Environmental Engineering, University of Maine, Orono, ME 04469, United States.
| | - Juan Aviles-Ordonez
- Department of Civil and Environmental Engineering, University of Maine, Orono, ME 04469, United States.
| | - Yuanchang Xie
- Department of Civil and Environmental Engineering, University of Massachusetts Lowell, Lowell, MA 01854, United States.
| | - Mohammadali Shirazi
- Department of Civil and Environmental Engineering, University of Maine, Orono, ME 04469, United States.
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Zheng Y, Wen X, Cui P, Cao H, Chai H, Hu R, Yu R. Counterfactual safety benefits quantification method for en-route driving behavior interventions. ACCIDENT; ANALYSIS AND PREVENTION 2023; 189:107118. [PMID: 37235966 DOI: 10.1016/j.aap.2023.107118] [Citation(s) in RCA: 2] [Impact Index Per Article: 2.0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Subscribe] [Scholar Register] [Received: 01/23/2023] [Revised: 04/14/2023] [Accepted: 05/11/2023] [Indexed: 05/28/2023]
Abstract
Driving behavior intervention is a dominant traffic safety countermeasure being implemented that has substantially reduced crash occurrence. However, during implementation, the intervention strategy faces the curse of dimensionality as there are multiple candidate intervention locations with various intervention measures and options. Quantifying the interventions' safety benefits and further implementing the most effective ones could avoid too frequent interventions which may lead to counterproductive safety impacts. Traditional intervention effects quantification approaches rely on observational data, thus failing to control confounding variables and leading to biased results. In this study, a counterfactual safety benefits quantification method for en-route driving behavior interventions was proposed. Empirical data from online ride-hailing services were employed to quantify the safety benefits of en-route safety broadcasting to speed maintenance behavior. Specifically, to effectively control the impacts of confounding variables on the quantification results of interventions, the "if without intervention" case of the intervention case is inferred based on the structural causality model according to the Theory of Planned Behavior (TPB). Then, a safety benefits quantification method based on Extreme Value Theory (EVT) was developed to connect changes of speed maintenance behavior with crash occurrence probabilities. Furthermore, a closed-loop evaluation and optimization framework for the various behavior interventions was established and applied to a subset of Didi's online ride-hailing service drivers (more than 1.35 million). Analyses results indicated safety broadcasting could effectively reduce driving speed by approximately 6.30 km/h and contribute to an approximate 40% reduction in speeding-related crashes. Besides, empirical application results showed that the whole framework contributed to a remarkable reduction in the fatality rate per 100 million km, from an average of 0.368 to 0.225. Finally, directions for future research in terms of data, counterfactual inference methodology, and research subjects have been discussed.
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Affiliation(s)
- Yin Zheng
- The Key Laboratory of Road and Traffic Engineering, Ministry of Education, 4800 Cao'an Road, 201804 Shanghai, China; College of Transportation Engineering, Tongji University, 4800 Cao'an Road, 201804 Shanghai, China; Didi Chuxing, Zuanshi Mansion, Zhongguancun Software Park Compound 19, Dongbeiwang Road, 100000 Beijing, China
| | - Xiang Wen
- Didi Chuxing, Zuanshi Mansion, Zhongguancun Software Park Compound 19, Dongbeiwang Road, 100000 Beijing, China
| | - Pengfei Cui
- Didi Chuxing, Zuanshi Mansion, Zhongguancun Software Park Compound 19, Dongbeiwang Road, 100000 Beijing, China
| | - Huanqiang Cao
- Didi Chuxing, Zuanshi Mansion, Zhongguancun Software Park Compound 19, Dongbeiwang Road, 100000 Beijing, China
| | - Hua Chai
- Didi Chuxing, Zuanshi Mansion, Zhongguancun Software Park Compound 19, Dongbeiwang Road, 100000 Beijing, China
| | - Runbo Hu
- Didi Chuxing, Zuanshi Mansion, Zhongguancun Software Park Compound 19, Dongbeiwang Road, 100000 Beijing, China
| | - Rongjie Yu
- The Key Laboratory of Road and Traffic Engineering, Ministry of Education, 4800 Cao'an Road, 201804 Shanghai, China; College of Transportation Engineering, Tongji University, 4800 Cao'an Road, 201804 Shanghai, China.
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Masello L, Castignani G, Sheehan B, Guillen M, Murphy F. Using contextual data to predict risky driving events: A novel methodology from explainable artificial intelligence. ACCIDENT; ANALYSIS AND PREVENTION 2023; 184:106997. [PMID: 36854225 DOI: 10.1016/j.aap.2023.106997] [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: 05/26/2022] [Revised: 01/07/2023] [Accepted: 02/01/2023] [Indexed: 06/18/2023]
Abstract
Usage-based insurance has allowed insurers to dynamically tailor insurance premiums by understanding when and how safe policyholders drive. However, telematics information can also be used to understand the driving contexts experienced by the driver within each trip (e.g., road types, weather, traffic). Since different combinations of these conditions affect exposure to accidents, this understanding introduces predictive opportunities in driving risk assessment. This paper investigates the relationships between driving context combinations and risk using a naturalistic driving dataset of 77,859 km. In particular, XGBoost and Random Forests are used to determine the predictive significance of driving contexts for near-misses, speeding and distraction events. Moreover, the most important contextual factors in predicting these risky events are identified and ranked through Shapley Additive Explanations. The results show that the driving context has significant power in predicting driving risk. Speed limit, weather temperature, wind speed, traffic conditions and road slope appear in the top ten most relevant features for most risky events. Analysing contextual feature variations and their influence on risky events showed that low-speed limits increase the predicted frequency of speeding and phone unlocking events, whereas high-speed limits decrease harsh accelerations. Low temperatures decrease the expected frequency of harsh manoeuvres, and precipitations increase harsh acceleration, harsh braking, and distraction events. Furthermore, road slope, intersections and pavement quality are the most critical factors among road layout attributes. The methodology presented in this study aims to support road safety stakeholders and insurers by providing insights to study the contextual risk factors that influence road accident frequency and driving risk.
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Affiliation(s)
- Leandro Masello
- University of Limerick, Limerick KB3-040, Ireland; Motion-S S.A., Mondorf-les-Bains L-5610, Luxembourg
| | - German Castignani
- Motion-S S.A., Mondorf-les-Bains L-5610, Luxembourg; University of Luxembourg, Esch-sur-Alzette L-4365, Luxembourg
| | | | - Montserrat Guillen
- Department of Econometrics, Statistics and Applied Economics, Universitat de Barcelona, Avinguda Diagonal, 690, Barcelona 08034, Catalonia, Spain
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Peng Y, Song G, Guo M, Wu L, Yu L. Investigating the impact of environmental and temporal features on mobile phone distracted driving behavior using phone use data. ACCIDENT; ANALYSIS AND PREVENTION 2023; 180:106925. [PMID: 36512902 DOI: 10.1016/j.aap.2022.106925] [Citation(s) in RCA: 5] [Impact Index Per Article: 5.0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 08/23/2022] [Revised: 11/22/2022] [Accepted: 12/03/2022] [Indexed: 06/17/2023]
Abstract
Mobile phone distracted driving (MPDD) is one of the most significant and common factors in distraction-affected crashes. In previous studies, MPDD has been described as a self-selected behavior that affects driving performance, rather than a multidimensionally impacted behavior. In this study, the researchers hypothesized that external environmental features significantly impacted MPDD and tested this hypothesis by structural equation modeling (SEM). Three external latent variables (road, operation, and control factors) were measured at different times during weekdays in urban areas of Texas by integrating a large number of mobile phone sensor data and roadway inventory data. A structural model was developed to test the relationship between the latent variables and the rate of drivers involved in MPDD (MPDDR) on the roadway during different time periods. Finally, the data summary and model results revealed significant temporal effects. Standardized estimates from the SEM results revealed the positive impact of roads factors in the morning peak that broader shoulders, wider medians, and smaller curve radians were correlated with higher MPDDR in the morning peak hours; the negative impact of operation factors that higher average annual daily truck traffic (truck AADT) were associated with lower MPDDR significantly. And the impact of control factors on MPDDR is positive. In other words, the road segments with a large number of traffic signals in urban areas had a higher MPDDR than those without traffic signals. These findings could assist transportation and legislation agencies in the development of appropriate countermeasures or enforcement tactics and implement them effectively to reduce the occurrence of MPDD. In addition, this study provides a novel perspective close to the actual consideration of drivers about using mobile phones while driving, in the context of MPDD research, rather than comparing driver groups and vehicle performance.
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Affiliation(s)
- Yongxin Peng
- Key Laboratory of Transport Industry of Big Data Application Technologies for Comprehensive Transport, Beijing Jiaotong University, 3 Shangyuancun, Haidian District, Beijing 100044, China.
| | - Guohua Song
- Key Laboratory of Transport Industry of Big Data Application Technologies for Comprehensive Transport, Beijing Jiaotong University, 3 Shangyuancun, Haidian District, Beijing 100044, China.
| | - Manze Guo
- Key Laboratory of Transport Industry of Big Data Application Technologies for Comprehensive Transport, Beijing Jiaotong University, 3 Shangyuancun, Haidian District, Beijing 100044, China.
| | - Lingtao Wu
- Center for Transportation Safety, Texas A&M Transportation Institute, College Station, TX 77843-3135, United States.
| | - Lei Yu
- Key Laboratory of Transport Industry of Big Data Application Technologies for Comprehensive Transport, Beijing Jiaotong University, 3 Shangyuancun, Haidian District, Beijing 100044, China.
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Wang X, Liu Q, Guo F, Fang S, Xu X, Chen X. Causation analysis of crashes and near crashes using naturalistic driving data. ACCIDENT; ANALYSIS AND PREVENTION 2022; 177:106821. [PMID: 36055150 DOI: 10.1016/j.aap.2022.106821] [Citation(s) in RCA: 3] [Impact Index Per Article: 1.5] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 12/31/2021] [Revised: 07/11/2022] [Accepted: 08/25/2022] [Indexed: 06/15/2023]
Abstract
Understanding crash causation to the extent needed for applying countermeasures has always been a focus as well as a difficulty in the field of traffic safety. Previous research has been limited by insufficient crash data and analysis methods more suitable to single crashes. The use of crashes and near crashes (CNCs) and naturalistic driving studies can help solve the data problem, and use of pre-crash scenarios can identify the high-prevalence causes across multiple crashes of a given scenario. This study therefore proposes a two-stage crash causation analysis method based on pre-crash scenarios and a crash causation derivation framework that systematically categorizes and analyzes contributing factors. From the Shanghai Naturalistic Driving Study (SH-NDS), 536 CNCs were extracted, and were grouped into 23 different pre-crash scenarios based on the National Highway Traffic Safety Administration (NHTSA) pre-crash scenario typology. In-depth investigations were conducted, and CNCs sharing the same scenario were analyzed using the proposed framework, which identifies causation patterns based on the interaction of the framework's road user, vehicle, roadway infrastructure, and roadway environment subsystems. Through statistical analysis, the causation patterns and their contributing factors were compared for three common pre-crash scenarios of highest incidence: rear-end, lane change, and vehicle-pedalcyclist. Braking error in low-speed car following, following too closely, and non-driving-related distraction were important causes of rear-end scenarios. In lane change scenarios, the main causation patterns included illegal use of turn signals and dangerous lane changes as critical factors. Pedalcyclist scenarios were particularly impacted by visual obstructions, inadequate lanes for non-motorized vehicles, and pedalcyclists violating traffic regulations. Based on the identified causation patterns and their contributing factors, countermeasures for the three common scenarios are suggested, which provide support for safety improvement projects and the development of advanced driver assistance systems.
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Affiliation(s)
- Xuesong Wang
- School of Transportation Engineering, Tongji University, Shanghai 201804, China; The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Shanghai 201804, China; National Engineering Laboratory for Integrated Optimization of Road Traffic and Safety Analysis Technologies, 88 Qianrong Rd, Wuxi 214151, China.
| | - Qian Liu
- School of Transportation Engineering, Tongji University, Shanghai 201804, China; The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Shanghai 201804, China
| | - Feng Guo
- Department of Statistics, Virginia Polytechnic Institute and State University, Blacksburg, VA 24061, United States
| | - Shou'en Fang
- School of Transportation Engineering, Tongji University, Shanghai 201804, China; The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Shanghai 201804, China
| | - Xiaoyan Xu
- School of Transportation Engineering, Tongji University, Shanghai 201804, China; The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Shanghai 201804, China
| | - Xiaohong Chen
- School of Transportation Engineering, Tongji University, Shanghai 201804, China; The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Shanghai 201804, China
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Das A, Ahmed MM. Adjustment of key lane change parameters to develop microsimulation models for representative assessment of safety and operational impacts of adverse weather using SHRP2 naturalistic driving data. JOURNAL OF SAFETY RESEARCH 2022; 81:9-20. [PMID: 35589309 DOI: 10.1016/j.jsr.2022.01.002] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.5] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 03/29/2021] [Revised: 08/18/2021] [Accepted: 01/19/2022] [Indexed: 06/15/2023]
Abstract
INTRODUCTION Adverse weather has a considerable negative impact on safety and mobility of transportation networks. Microsimulation models are one of the potential tools that could be used to evaluate the safety and operational impacts of adverse weather. The development of a realistic microsimulation model requires the adjustment of driving behavior parameters with disaggregate trajectory-level data. This study presented a novel approach to update and adjust lane change model parameters for the development of realistic microsimulation models in different weather conditions by leveraging the trajectory-level data from SHRP2 Naturalistic Driving Study (NDS). METHOD Representative key lane change parameters in various weather conditions were extracted from an automatic identification algorithm. These lane change parameters were used to develop microsimulation models in VISSIM in an attempt to assess the safety and operational impacts of adverse weather on a freeway weaving segment. RESULTS The evaluation of safety impacts of adverse weather with regard to three Surrogate Measures of Safety (SMoS) namely Time-to-Collision (TTC), Post Encroachment Time (PET), and Deceleration Rate to Avoid Collision (DRAC) suggested that extreme adverse weather (including heavy rain, heavy snow, and heavy fog) produced a higher total number of simulated conflicts compared to clear weather. The operational analysis results revealed that adjusted parameters in most of the adverse weather produced lower average speeds with higher total travel times and total delays than clear weather. CONCLUSIONS The outcomes of safety and operational assessments for the adjusted parameters showed that the development of microsimulation models should be based on weather-specific, rather than default parameters. PRACTICAL APPLICATIONS The methodology presented in this study could be adopted by transportation agencies to develop weather-specific microsimulation models. Moreover, the demonstrated approach could be used to evaluate different Connected Vehicle (CV) applications related to lane change in terms of safety and operations in microsimulation platforms.
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Affiliation(s)
- Anik Das
- University of Wyoming, Department of Civil & Architectural Engineering & Construction Management, 1000 E University Ave, Dept. 3295, Laramie, WY 82071, United States.
| | - Mohamed M Ahmed
- University of Wyoming, Department of Civil & Architectural Engineering & Construction Management, 1000 E University Ave, Dept. 3295, Laramie, WY 82071, United States.
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Driver Emotions Recognition Based on Improved Faster R-CNN and Neural Architectural Search Network. Symmetry (Basel) 2022. [DOI: 10.3390/sym14040687] [Citation(s) in RCA: 3] [Impact Index Per Article: 1.5] [Reference Citation Analysis] [Abstract] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Indexed: 02/01/2023] Open
Abstract
It is critical for intelligent vehicles to be capable of monitoring the health and well-being of the drivers they transport on a continuous basis. This is especially true in the case of autonomous vehicles. To address the issue, an automatic system is developed for driver’s real emotion recognizer (DRER) using deep learning. The emotional values of drivers in indoor vehicles are symmetrically mapped to image design in order to investigate the characteristics of abstract expressions, expression design principles, and an experimental evaluation is conducted based on existing research on the design of driver facial expressions for intelligent products. By substituting a custom-created CNN features learning block with the base 11 layers CNN model in this paper for the development of an improved faster R-CNN face detector that detects the driver’s face at a high frame per second (FPS). Transfer learning is performed in the NasNet large CNN model in order to recognize the driver’s various emotions. Additionally, a custom driver emotion recognition image dataset is being developed as part of this research task. The proposed model, which is a combination of an improved faster R-CNN and transfer learning in NasNet-Large CNN architecture for DER based on facial images, enables greater accuracy than previously possible for DER based on facial images. The proposed model outperforms some recently updated state-of-the-art techniques in terms of accuracy. The proposed model achieved the following accuracy on various benchmark datasets: JAFFE 98.48%, CK+ 99.73%, FER-2013 99.95%, AffectNet 95.28%, and 99.15% on a custom-developed dataset.
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