Ana Karina de Barros Christ , Carlos Roque , Filipe Moura
{"title":"使用泊松-特威迪模型估计交通自行车事故","authors":"Ana Karina de Barros Christ , Carlos Roque , Filipe Moura","doi":"10.1016/j.aap.2025.108256","DOIUrl":null,"url":null,"abstract":"<div><div>Cyclist safety remains a critical issue in urban transportation, where infrastructure configuration and spatial dynamics play a key role in crash occurrence. This study estimates cyclist crash frequencies in Lisbon between 2015 and 2019 using Poisson-Tweedie models, which are well-suited for overdispersed count data. A total of 541 cyclist crashes were analyzed, spatially structured into 250 × 250 meter grid cells and supplemented with covariates such as road length, intersection types, and various cycling infrastructure elements. Two models were developed: a base model with aggregated variables and a disaggregated model distinguishing road types, intersection forms, and cycleway categories. Both models incorporated spatial autocorrelation to account for neighboring effects. The key findings indicate that intersection density and road length are strongly associated with crash frequency, while cycleway length has a more modest yet significant effect. The disaggregated model offers greater interpretability but does not outperform the base model in predictive accuracy or goodness-of-fit, suggesting that a simpler specification may be more effective for policy applications. Elasticity analysis revealed that intersections have the greatest influence on crash risk, followed by road length and cycleways. Spatial predictions aligned with observed crash clusters and highlighted latent high-risk zones, reinforcing the model’s utility for proactive safety planning. The study concludes that improving intersection design is likely to yield greater safety benefits than merely increasing cycling infrastructure length. These results provide actionable insights for data-driven urban mobility planning and emphasize the value of predictive modeling tools for cyclist safety management.</div></div>","PeriodicalId":6926,"journal":{"name":"Accident; analysis and prevention","volume":"223 ","pages":"Article 108256"},"PeriodicalIF":6.2000,"publicationDate":"2025-09-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Estimate traffic cyclist crashes using Poisson-Tweedie models\",\"authors\":\"Ana Karina de Barros Christ , Carlos Roque , Filipe Moura\",\"doi\":\"10.1016/j.aap.2025.108256\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Cyclist safety remains a critical issue in urban transportation, where infrastructure configuration and spatial dynamics play a key role in crash occurrence. This study estimates cyclist crash frequencies in Lisbon between 2015 and 2019 using Poisson-Tweedie models, which are well-suited for overdispersed count data. A total of 541 cyclist crashes were analyzed, spatially structured into 250 × 250 meter grid cells and supplemented with covariates such as road length, intersection types, and various cycling infrastructure elements. Two models were developed: a base model with aggregated variables and a disaggregated model distinguishing road types, intersection forms, and cycleway categories. Both models incorporated spatial autocorrelation to account for neighboring effects. The key findings indicate that intersection density and road length are strongly associated with crash frequency, while cycleway length has a more modest yet significant effect. The disaggregated model offers greater interpretability but does not outperform the base model in predictive accuracy or goodness-of-fit, suggesting that a simpler specification may be more effective for policy applications. Elasticity analysis revealed that intersections have the greatest influence on crash risk, followed by road length and cycleways. Spatial predictions aligned with observed crash clusters and highlighted latent high-risk zones, reinforcing the model’s utility for proactive safety planning. The study concludes that improving intersection design is likely to yield greater safety benefits than merely increasing cycling infrastructure length. These results provide actionable insights for data-driven urban mobility planning and emphasize the value of predictive modeling tools for cyclist safety management.</div></div>\",\"PeriodicalId\":6926,\"journal\":{\"name\":\"Accident; analysis and prevention\",\"volume\":\"223 \",\"pages\":\"Article 108256\"},\"PeriodicalIF\":6.2000,\"publicationDate\":\"2025-09-27\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Accident; analysis and prevention\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0001457525003446\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ERGONOMICS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Accident; analysis and prevention","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0001457525003446","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ERGONOMICS","Score":null,"Total":0}
Estimate traffic cyclist crashes using Poisson-Tweedie models
Cyclist safety remains a critical issue in urban transportation, where infrastructure configuration and spatial dynamics play a key role in crash occurrence. This study estimates cyclist crash frequencies in Lisbon between 2015 and 2019 using Poisson-Tweedie models, which are well-suited for overdispersed count data. A total of 541 cyclist crashes were analyzed, spatially structured into 250 × 250 meter grid cells and supplemented with covariates such as road length, intersection types, and various cycling infrastructure elements. Two models were developed: a base model with aggregated variables and a disaggregated model distinguishing road types, intersection forms, and cycleway categories. Both models incorporated spatial autocorrelation to account for neighboring effects. The key findings indicate that intersection density and road length are strongly associated with crash frequency, while cycleway length has a more modest yet significant effect. The disaggregated model offers greater interpretability but does not outperform the base model in predictive accuracy or goodness-of-fit, suggesting that a simpler specification may be more effective for policy applications. Elasticity analysis revealed that intersections have the greatest influence on crash risk, followed by road length and cycleways. Spatial predictions aligned with observed crash clusters and highlighted latent high-risk zones, reinforcing the model’s utility for proactive safety planning. The study concludes that improving intersection design is likely to yield greater safety benefits than merely increasing cycling infrastructure length. These results provide actionable insights for data-driven urban mobility planning and emphasize the value of predictive modeling tools for cyclist safety management.
期刊介绍:
Accident Analysis & Prevention provides wide coverage of the general areas relating to accidental injury and damage, including the pre-injury and immediate post-injury phases. Published papers deal with medical, legal, economic, educational, behavioral, theoretical or empirical aspects of transportation accidents, as well as with accidents at other sites. Selected topics within the scope of the Journal may include: studies of human, environmental and vehicular factors influencing the occurrence, type and severity of accidents and injury; the design, implementation and evaluation of countermeasures; biomechanics of impact and human tolerance limits to injury; modelling and statistical analysis of accident data; policy, planning and decision-making in safety.