中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2016, Vol. 35 ›› Issue (1): 107-110.DOI: 10.3969/j.issn.1674-0696.2016.01.21

• 交通运输工程 • 上一篇    下一篇

基于可拓学的事故路段风险等级识别模型

张文会1,马俊1,罗文文1,李德才1,李卓2   

  1. 1.东北林业大学 交通学院,黑龙江 哈尔滨 150040; 2.北京交通运输职业学院 汽车工程系,北京 102618
  • 收稿日期:2014-10-13 修回日期:2015-01-08 出版日期:2016-02-20 发布日期:2016-04-21
  • 作者简介:张文会(1978—),男,黑龙江哈尔滨人,副教授,博士,主要从事交通运输安全方面的研究。E-mail:55065469@qq.com。
  • 基金资助:
    中央高校基本科研业务费专项资金项目(DL12BB16);黑龙江省哲学社会科学研究规划项目(14B015)

Identification Model for Risk Level of Traffic Accident Section Based on Extension Science

ZHANG Wenhui1, MA Jun1, LUO Wenwen1, LI Decai1, LI Zhuo2   

  1. 1. School of Traffic, Northeast Forestry University, Harbin 150040, Heilongjiang,P.R.China; 2. Department of Automobile Engineering, Beijing Vocational College of Transportation, Beijing 102618,P.R.China
  • Received:2014-10-13 Revised:2015-01-08 Online:2016-02-20 Published:2016-04-21
  • Contact: 李德才(1978—),男,黑龙江哈尔滨人,讲师,硕士,主要从事交通运输工具安全运行研究。E-mail:rayear@163.com。

摘要: 为了揭示事故路段行车风险等级变化特征,将事故现场的形成至解除过程划分为出警、现场安全设施设置、现场勘查和救援及安全设施解除4个序列时段,选取交通流量、信息发布、现 场处置、速度管理和驾驶员反应5个风险度量指标,采用乘积标度法确定指标权重,基于物元、可拓集合论和关联函数确定事故路段风险经典域、节域和待评物元,建立事故路段风险等级识别 模型。以某双向四车道高速公路事故现场为例,应用该模型确定各时段的风险等级,即第一时段为极度危险,第二时段为中度危险,第三时段为基本安全,第四时段为轻度危险。研究结果表 明:评价结果客观,所建模型可用于事故路段风险等级识别,得到的风险时变特征为风险识别和风险管控提供理论参考。

关键词: 交通运输工程, 事故路段, 风险识别, 可拓学

Abstract: In order to reveal the variation characteristics of risk level of traffic accident section, the process of formation and removal of accident scene was divided into four periods, which included the police responding period, the scene safety facilities setting period, the scene exploration and rescue period as well as the safety facilities removing period. 5 risk measurement indexes were selected, including the traffic flow, the information dissemination, the scene disposal, the speed management and the drivers’ response, and the weight of the indexes was determined by the product scale method. Based on the theory of matter-element, extension set and correlation function, the classical domain, joint domain and the matter-element to be evaluated of traffic accident section were determined, and the identification model of risk level of traffic accident section was established. Taking a four-lane highway accident scene for example, the proposed model was used to determine the risk level of each period, and there were four periods. The first period was extremely dangerous, the second one was moderately dangerous, the third one was basically safe and the last one was slightly dangerous. The results show that the evaluation result is objective and the established model can be used to identify the risk level of traffic accident section; the time-varying characteristics of risk obtained can provide theoretical reference for risk identification and control.

Key words: traffic and transportation engineering, traffic accident section, risk identification, extension science

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