Zeng Ziqiang, Zhu Wenbo, Ke Ruimin, Ash John, Wang Yinhai, Xu Jiuping, Xu Xinxin
School of Tourism and Economic Management, Chengdu University, Chengdu, 610106, PR China; Uncertainty Decision-Making Laboratory, Sichuan University, Chengdu, 610064, PR China; Department of Civil and Environmental Engineering, University of Washington, Seattle, WA 98195, USA.
Department of Civil and Environmental Engineering, University of Washington, Seattle, WA 98195, USA.
Accid Anal Prev. 2017 Feb;99(Pt A):51-65. doi: 10.1016/j.aap.2016.11.008. Epub 2016 Nov 18.
The mixed multinomial logit (MNL) approach, which can account for unobserved heterogeneity, is a promising unordered model that has been employed in analyzing the effect of factors contributing to crash severity. However, its basic assumption of using a linear function to explore the relationship between the probability of crash severity and its contributing factors can be violated in reality. This paper develops a generalized nonlinear model-based mixed MNL approach which is capable of capturing non-monotonic relationships by developing nonlinear predictors for the contributing factors in the context of unobserved heterogeneity. The crash data on seven Interstate freeways in Washington between January 2011 and December 2014 are collected to develop the nonlinear predictors in the model. Thirteen contributing factors in terms of traffic characteristics, roadway geometric characteristics, and weather conditions are identified to have significant mixed (fixed or random) effects on the crash density in three crash severity levels: fatal, injury, and property damage only. The proposed model is compared with the standard mixed MNL model. The comparison results suggest a slight superiority of the new approach in terms of model fit measured by the Akaike Information Criterion (12.06 percent decrease) and Bayesian Information Criterion (9.11 percent decrease). The predicted crash densities for all three levels of crash severities of the new approach are also closer (on average) to the observations than the ones predicted by the standard mixed MNL model. Finally, the significance and impacts of the contributing factors are analyzed.
混合多项logit(MNL)方法能够考虑未观察到的异质性,是一种很有前景的无序模型,已被用于分析影响碰撞严重程度的因素。然而,其使用线性函数来探索碰撞严重程度概率与其影响因素之间关系的基本假设在现实中可能会被违背。本文开发了一种基于广义非线性模型的混合MNL方法,该方法能够通过在未观察到的异质性背景下为影响因素开发非线性预测器来捕捉非单调关系。收集了2011年1月至2014年12月华盛顿州七条州际高速公路上的碰撞数据,以开发模型中的非线性预测器。在交通特征、道路几何特征和天气条件方面,确定了13个影响因素对三个碰撞严重程度级别(致命、受伤和仅财产损失)的碰撞密度具有显著的混合(固定或随机)影响。将所提出的模型与标准混合MNL模型进行比较。比较结果表明,以赤池信息准则(降低12.06%)和贝叶斯信息准则(降低9.11%)衡量,新方法在模型拟合方面略具优势。新方法对所有三个碰撞严重程度级别的预测碰撞密度(平均而言)也比标准混合MNL模型预测的更接近观测值。最后,分析了影响因素的显著性和影响。