摘要
事故率及其影响因素的识别已有着多年的研究,但现有的方法大多采用均值回归模型来估计其参数。本文提出了采用分位结构模型作为分析事故率的方法,重点探讨城市主干道出入管理的异质性和内生性问题,用于识别基于出入管理技术的影响因素。采用两步估计方法,其中联立方程式模型针对事故率与行驶速度之间的内生性关系,而分位数回归模型不同于平均回归模型,可以预测不同事故率的分位数,用于解释未观测因素造成的异质性。与普通的联立方程模型相比,这种方法能够提供更全面的信息来阐明出入管理和影响因素对事故率的影响。本文利用美国内华达州交通运输局2013-2015年的事故数据来验证该模型的性能,并通过与一般联立方程组模型的比较,发现该模型不仅揭示了不同分位数的详细信息,也提高了预测精度。
The identification of crash rate and its influencing factors have been studied for years,but most of the existing methodologies adopt mean regression models to estimate the parameters.This study proposes the quantile structural equation model as a methodological alternative in analyzing crash rate,focusing on addressing the heterogeneity and endogeneity issues so as to identify the influencing factors of access management techniques in urban arterials.A two-step estimation procedure is performed,in which the simultaneous equations model accommodates the endogenous relationship between crash rate and travel speed,while the quantile regression estimates various quantiles of crash rate instead of the mean regression and accounts for the heterogeneity attributed to unobserved factors.The quantile approach is able to provide more comprehensive information about the impact of access management and other influencing factors on crash rate compared to the general simultaneous equations model.The crash dataset from 2013 to 2015 maintained by Nevada Department of Transportation is employed to illustrate the performance of proposed model.By comparing with the general simultaneous equations model,the proposed model reveals more detailed information in terms of different quantiles and improves the prediction accuracy.
作者
胡启文
HU Qi-wen(China Raiway Siyuan Survey and Design Group Co Ltd,Wuhan 430063,China)
出处
《土木工程与管理学报》
北大核心
2019年第3期119-124,142,共7页
Journal of Civil Engineering and Management
基金
中铁第四勘察设计院集团有限公司科技开发项目(2018K090-1)
关键词
出入管理技术
分位结构模型
事故率
异质性
内生性
access management
quantile structural equation model
crash rate
heterogeneity
endogeneity