Department of Civil Engineering, California State Polytechnic University, Pomona 3801, W. Temple Ave., Pomona, CA 91768, United States.
Engineering Technology Research Center for Mathematical Educational Software, Guangzhou University, Waihuanxi Road No.230, Guangzhou Higher Education Mega Center, China.
Accid Anal Prev. 2018 Mar;112:84-93. doi: 10.1016/j.aap.2017.12.020. Epub 2018 Jan 8.
The traffic safety research has developed spatiotemporal models to explore the variations in the spatial pattern of crash risk over time. Many studies observed notable benefits associated with the inclusion of spatial and temporal correlation and their interactions. However, the safety literature lacks sufficient research for the comparison of different temporal treatments and their interaction with spatial component. This study developed four spatiotemporal models with varying complexity due to the different temporal treatments such as (I) linear time trend; (II) quadratic time trend; (III) Autoregressive-1 (AR-1); and (IV) time adjacency. Moreover, the study introduced a flexible two-component mixture for the space-time interaction which allows greater flexibility compared to the traditional linear space-time interaction. The mixture component allows the accommodation of global space-time interaction as well as the departures from the overall spatial and temporal risk patterns. This study performed a comprehensive assessment of mixture models based on the diverse criteria pertaining to goodness-of-fit, cross-validation and evaluation based on in-sample data for predictive accuracy of crash estimates. The assessment of model performance in terms of goodness-of-fit clearly established the superiority of the time-adjacency specification which was evidently more complex due to the addition of information borrowed from neighboring years, but this addition of parameters allowed significant advantage at posterior deviance which subsequently benefited overall fit to crash data. The Base models were also developed to study the comparison between the proposed mixture and traditional space-time components for each temporal model. The mixture models consistently outperformed the corresponding Base models due to the advantages of much lower deviance. For cross-validation comparison of predictive accuracy, linear time trend model was adjudged the best as it recorded the highest value of log pseudo marginal likelihood (LPML). Four other evaluation criteria were considered for typical validation using the same data for model development. Under each criterion, observed crash counts were compared with three types of data containing Bayesian estimated, normal predicted, and model replicated ones. The linear model again performed the best in most scenarios except one case of using model replicated data and two cases involving prediction without including random effects. These phenomena indicated the mediocre performance of linear trend when random effects were excluded for evaluation. This might be due to the flexible mixture space-time interaction which can efficiently absorb the residual variability escaping from the predictable part of the model. The comparison of Base and mixture models in terms of prediction accuracy further bolstered the superiority of the mixture models as the mixture ones generated more precise estimated crash counts across all four models, suggesting that the advantages associated with mixture component at model fit were transferable to prediction accuracy. Finally, the residual analysis demonstrated the consistently superior performance of random effect models which validates the importance of incorporating the correlation structures to account for unobserved heterogeneity.
交通安全研究已经开发了时空模型,以探索随时间变化的事故风险空间模式变化。许多研究观察到包含空间和时间相关性及其相互作用的显著益处。然而,安全文献缺乏足够的研究来比较不同的时间处理方法及其与空间分量的相互作用。本研究由于时间处理方法的不同,开发了四个具有不同复杂程度的时空模型,这些方法包括(I)线性时间趋势;(II)二次时间趋势;(III)自回归-1(AR-1);和(IV)时间邻接。此外,该研究引入了灵活的时空相互作用的两组件混合,与传统的线性时空相互作用相比,它具有更大的灵活性。混合分量允许适应全局时空相互作用以及总体空间和时间风险模式的偏差。本研究基于与拟合优度、交叉验证和基于样本内数据的预测准确性评估相关的各种标准,对混合模型进行了全面评估。模型性能的拟合优度评估清楚地确立了时间邻接规范的优越性,由于添加了从相邻年份借用的信息,该规范显然更加复杂,但这种参数的添加在事后偏差方面具有显著优势,从而使整体拟合度受益于事故数据。还开发了基本模型,以研究每个时间模型中建议的混合和传统时空分量之间的比较。由于具有较低的偏差优势,混合模型始终优于相应的基本模型。对于预测准确性的交叉验证比较,线性时间趋势模型被认为是最佳模型,因为它记录了最高的对数伪边际似然值(LPML)。还考虑了其他四个评估标准,以便在相同的数据下使用模型开发进行典型验证。在每种标准下,观测到的事故次数与三种数据进行了比较,这三种数据包含贝叶斯估计值、正态预测值和模型复制值。除了一种情况下使用模型复制数据和两种情况下不包含随机效应的预测情况外,线性模型在大多数情况下表现最好。这些现象表明,当不考虑随机效应进行评估时,线性趋势的表现一般。这可能是由于灵活的混合时空相互作用可以有效地吸收从模型可预测部分逃逸的剩余可变性。基于预测准确性对基本模型和混合模型进行比较进一步证实了混合模型的优越性,因为混合模型在所有四个模型中产生了更精确的估计事故次数,这表明与混合分量相关的优势在模型拟合方面可以转移到预测准确性方面。最后,残差分析证明了随机效应模型的一致性优势,这验证了将相关结构纳入以解释未观察到的异质性的重要性。