TY - GEN
T1 - Effect of driver distraction on traffic flow stability via desired safety margin model
AU - Zhang, Junjie
AU - Wang, Yunpeng
AU - Lu, Guangquan
AU - Long, Wenmin
N1 - Publisher Copyright:
© 2018 American Society of Civil Engineers.
PY - 2018
Y1 - 2018
N2 - Car-following is the most common traffic phenomenon in freeway. Driver behavior characteristics play important role in determining the qualitative dynamics of vehicles in car-following process. A number of driver behavior characteristics associated with uniform traffic flow may be affected by driver distraction. Therefore, this study aims to explore the effect of driver distraction on traffic flow stability from the microscopic viewpoints. Based on the risk homeostasis theory and stimulus-response concept, a desired safety margin car-following model was employed to investigate the variation of traffic flow. Participants make corresponding driving behaviors in the simulated environment based on the motion state of the preceding car with differing traffic scenarios. The motion information of simulated vehicles is collected by driving simulation experiments to analyze the driving behavior parameters under both no task and secondary task situations. Five driving behavior parameters, including the level of perceived risk, the acceleration and deceleration habits, and the reaction characteristics of the participant, are obtained. Analytical results indicate that driver distraction leads to different driving behaviors, thereby affecting the performance of traffic flow and reducing traffic efficiency. Furthermore, we analyze the string stability of traffic flow by numerical simulations. Compared with no task, numerical simulations indicate that driver distraction causes the traffic flow to become unstable. Those findings imply that the use of in-vehicle cell phone or car radio and associated public policy may need to further inform.
AB - Car-following is the most common traffic phenomenon in freeway. Driver behavior characteristics play important role in determining the qualitative dynamics of vehicles in car-following process. A number of driver behavior characteristics associated with uniform traffic flow may be affected by driver distraction. Therefore, this study aims to explore the effect of driver distraction on traffic flow stability from the microscopic viewpoints. Based on the risk homeostasis theory and stimulus-response concept, a desired safety margin car-following model was employed to investigate the variation of traffic flow. Participants make corresponding driving behaviors in the simulated environment based on the motion state of the preceding car with differing traffic scenarios. The motion information of simulated vehicles is collected by driving simulation experiments to analyze the driving behavior parameters under both no task and secondary task situations. Five driving behavior parameters, including the level of perceived risk, the acceleration and deceleration habits, and the reaction characteristics of the participant, are obtained. Analytical results indicate that driver distraction leads to different driving behaviors, thereby affecting the performance of traffic flow and reducing traffic efficiency. Furthermore, we analyze the string stability of traffic flow by numerical simulations. Compared with no task, numerical simulations indicate that driver distraction causes the traffic flow to become unstable. Those findings imply that the use of in-vehicle cell phone or car radio and associated public policy may need to further inform.
KW - Driver distraction
KW - driver behavior characteristic
KW - driving simulator
KW - safety margin
KW - string stability
UR - https://www.scopus.com/pages/publications/85050879306
U2 - 10.1061/9780784481530.025
DO - 10.1061/9780784481530.025
M3 - 会议稿件
AN - SCOPUS:85050879306
T3 - International Conference on Transportation and Development 2018: Connected and Autonomous Vehicles and Transportation Safety - Selected Papers from the International Conference on Transportation and Development 2018
SP - 253
EP - 264
BT - International Conference on Transportation and Development 2018
A2 - McNerney, Michael T.
A2 - Wang, Yinhai
PB - American Society of Civil Engineers (ASCE)
T2 - International Conference on Transportation and Development 2018: Connected and Autonomous Vehicles and Transportation Safety, ICTD 2018
Y2 - 15 July 2018 through 18 July 2018
ER -