Lane-Changing Risk Analysis in Undersea Tunnels Based on Fuzzy Inference

被引:22
作者
Pan, Fuquan [1 ]
Zhang, Lixia [1 ]
Wang, Jian [1 ]
Ma, Changxi [2 ]
Yang, Jinshun [1 ]
Qi, Jie [3 ]
机构
[1] Qingdao Univ Technol, Sch Mech & Automot Engn, Qingdao 266520, Peoples R China
[2] Lanzhou Jiaotong Univ, Sch Traff & Transportat, Lanzhou 730070, Peoples R China
[3] Qingdao Guoxin Construct Investment Co Ltd, Dept Second Undersea Tunnel Preparatory, Qingdao 266100, Peoples R China
关键词
Fuzzy inference; risk analysis; undersea tunnel; vehicle lane-changing; SYSTEM; MODEL;
D O I
10.1109/ACCESS.2020.2968584
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Lane-changing in undersea tunnels has a negative impact on the normal traffic flow, and even lays hidden dangers for the occurrence of traffic accidents. Lane-changing behavior in undersea tunnels was divided into free, compulsory, and collaborative lane-changing types according to the characteristics of traffic flow to explore lane-changing risk in undersea tunnels. A fuzzy inference analysis on the three lane-changing behaviors was conducted on the basis of the behavior characteristics of fuzzy uncertainty of drivers. The most representative influencing variables, including speed difference, initial space of vehicles, traffic density, and distance for minimum lane-changing, were selected as fuzzy input variables, and lane-changing risk was used as an output variable to construct fuzzy rules for different lane-changing behavior. Risks of the three lane-changing behaviors were simulated by MATLAB/Simulink. Results demonstrated that the compulsory lane-changing in undersea tunnel was the riskiest, followed by collaborative and free lane-changing. Slope considerably influenced lane-changing risk. Specifically, the lane-changing risk at the downhill section was the highest, and the lane-changing risk at the uphill section was the lowest. The lane-changing risk at the flat section was between them.
引用
收藏
页码:19512 / 19520
页数:9
相关论文
共 22 条
[1]  
[Anonymous], [No title captured]
[2]  
[Anonymous], [No title captured]
[3]  
[范双双 Fan Shuangshuang], 2018, [交通信息与安全, Journal of Transport Information and Safety], V36, P99
[4]   A MODEL FOR THE STRUCTURE OF LANE-CHANGING DECISIONS [J].
GIPPS, PG .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1986, 20 (05) :403-414
[5]   General lane-changing model MOBIL for car-following models [J].
Kesting, Arne ;
Treiber, Martin ;
Helbing, Dirk .
TRANSPORTATION RESEARCH RECORD, 2007, (1999) :86-94
[6]   Use of fuzzy inference for modeling prediction of transit ridership at individual stops [J].
Kikuchi, S ;
Miljkovic, D .
ARTIFICIAL INTELLIGENCE AND INTELLIGENT TRANSPORTATION SYSTEMS: PLANNING AND ADMINISTRATION, 2001, (1774) :25-35
[7]   Zigzag double-chain C-Be nanoribbon featuring planar pentacoordinate carbons and ribbon aromaticity [J].
Li, Jia-Jia ;
Mu, Yuewen ;
Tian, Xinxin ;
Yuan, Caixia ;
Wu, Yan-Bo ;
Wang, Qiang ;
Li, Debao ;
Wang, Zhi-Xiang ;
Li, Si-Dian .
JOURNAL OF MATERIALS CHEMISTRY C, 2017, 5 (02) :408-414
[8]  
Lin Y, 2009, Comput Technol Dev, V19, P250
[9]  
Liu Xiao-ming, 2010, Application Research of Computers, V27, P3826, DOI 10.3969/j.issn.1001-3695.2010.10.059
[10]  
Liu Y.-J., 2009, J. Transp. Inf. Saf., V27, P78