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Estimation of hybrid models for real-time crash risk assessment on freeways.

机译:高速公路实时碰撞风险评估的混合模型估计。

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摘要

The primary element of proactive traffic management strategy would be model(s) that can separate 'crash prone' conditions from 'normal' traffic conditions in real-time. The aim in this research is to establish relationship(s) between historical crashes of specific types and corresponding loop detector data, which may be used as the basis for classifying real-time traffic conditions into 'normal' or 'crash prone' in the future. In this regard traffic data in this study were also collected for cases which did not lead to crashes (non-crash cases) so that the problem may be set up as a binary classification.;The first group of crashes to be analyzed were the rear-end crashes, which account to about 51% of the total crashes. Based on preliminary explorations of average traffic speeds, rear-end crashes were grouped into two mutually exclusive groups. First, those occurring under extended congestion (referred to as regime I traffic conditions) and the other which occurred with relatively free-flow conditions (referred to as regime 2 traffic conditions) prevailing 5-10 minutes before the crash.;Classification models were then developed for the next most frequent type. i.e., lane change related crashes. Based on preliminary analysis, it was concluded that the location specific characteristics, such as presence of ramps, mile-post location, etc. were not significantly associated with these crashes. Average difference between occupancies of adjacent lanes and average speeds upstream and downstream of the crash location were found significant. The significant variables were then subjected as inputs to MLP and NRBF based classifiers.;Based on the results from modeling procedure, a framework for parallel real-time application of these two sets of models (rear-end and lane-change) in the form of a system was proposed. To identify rear-end crashes, the data are first subjected to classification tree based rules to identify traffic regimes. If traffic patterns belong to regime 1, a rear-end crash warning is issued for the location. If the patterns are identified to be regime 2, then they are subjected to hybrid MLP/NRBF model employing traffic data from five surrounding traffic stations. (Abstract shortened by UMI.).
机译:主动型交通管理策略的主要要素是可以实时将“易发生撞车”状况与“正常”交通状况分开的模型。本研究的目的是建立特定类型的历史崩溃与相应的环路检测器数据之间的关系,这些关系可以用作将来将实时交通状况分类为“正常”或“容易崩溃”的基础。在这方面,本研究中的交通数据也针对未导致交通事故的案例(非交通事故案例)进行了收集,以便可以将问题设置为二进制分类。;要分析的第一组交通事故是后方的-崩溃,约占崩溃总数的51%。根据对平均交通速度的初步探索,将后端崩溃分为两个互斥的组。首先,那些在长时间拥堵下发生的事故(称为I类交通条件),另一种是在交通事故发生前5-10分钟内相对自由流动的情况下(称为II类交通条件)发生的;然后建立分类模型。为下一个最常见的类型开发。即与车道变更相关的崩溃。根据初步分析,得出的结论是,特定位置的特征(例如坡道的存在,英里哨所的位置等)与这些碰撞没有显着关联。发现相邻车道的占用率与碰撞位置的上游和下游平均速度之间的平均差异很大。然后,将重要变量作为基于MLP和NRBF的分类器的输入。基于建模过程的结果,以并行形式实时应用这两套模型(后端和车道变换)的框架提出了一个系统。为了识别后端崩溃,首先对数据进行基于分类树的规则以识别流量状况。如果交通模式属于状态1,则会向该位置发出追尾警告。如果将模式识别为制度2,则将使用来自五个周围交通站点的交通数据对它们进行混合MLP / NRBF模型。 (摘要由UMI缩短。)。

著录项

  • 作者

    Pande, Anurag.;

  • 作者单位

    University of Central Florida.;

  • 授予单位 University of Central Florida.;
  • 学科 Civil engineering.
  • 学位 Ph.D.
  • 年度 2005
  • 页码 348 p.
  • 总页数 348
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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