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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/116390
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dc.contributor.authorBarbosa, Heloisa-
dc.contributor.authorCunto, Flavio-
dc.contributor.authorBezerra, Barbara Stolte-
dc.contributor.authorNodari, Christine-
dc.contributor.authorJacques, Maria Alice-
dc.date.accessioned2015-03-18T15:53:14Z-
dc.date.accessioned2016-10-25T20:24:41Z-
dc.date.available2015-03-18T15:53:14Z-
dc.date.available2016-10-25T20:24:41Z-
dc.date.issued2014-09-01-
dc.identifierhttp://dx.doi.org/10.1016/j.aap.2014.04.008-
dc.identifier.citationAccident Analysis And Prevention. Oxford: Pergamon-elsevier Science Ltd, v. 70, p. 258-266, 2014.-
dc.identifier.issn0001-4575-
dc.identifier.urihttp://hdl.handle.net/11449/116390-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/116390-
dc.description.abstractThis paper presents a modeling effort for developing safety performance models (SPM) for urban intersections for three major Brazilian cities. The proposed methodology for calibrating SPM has been divided into the following steps: defining the safety study objective, choosing predictive variables and sample size, data acquisition, defining model expression and model parameters and model evaluation. Among the predictive variables explored in the calibration phase were exposure variables (AADT), number of lanes, number of approaches and central median status. SPMs were obtained for three cities: Fortaleza, Belo Horizonte and Brasilia. The SPM developed for signalized intersections in Fortaleza and Belo Horizonte had the same structure and the most significant independent variables, which were AADT entering the intersection and number of lanes, and in addition, the coefficient of the best models were in the same range of values. For Brasilia, because of the sample size, the signalized and unsignalized intersections were grouped, and the AADT was split in minor and major approaches, which were the most significant variables. This paper also evaluated SPM transferability to other jurisdiction. The SPM for signalized intersections from Fortaleza and Belo Horizonte have been recalibrated (in terms of the COx) to the city of Porto Alegre. The models were adjusted following the Highway Safety Manual (HSM) calibration procedure and yielded C-x of 0.65 and 2.06 for Fortaleza and Belo Horizonte SPM respectively. This paper showed the experience and future challenges toward the initiatives on development of SPMs in Brazil, that can serve as a guide for other countries that are in the same stage in this subject. (C) 2014 Elsevier Ltd. All rights reserved.en
dc.format.extent258-266-
dc.language.isoeng-
dc.publisherElsevier B.V.-
dc.sourceWeb of Science-
dc.subjectSafety performance modelsen
dc.subjectRoad safetyen
dc.subjectGeneralized linear modelsen
dc.subjectObservational road safety studiesen
dc.subjectGeneralized Estimating Equationsen
dc.titleSafety performance models for urban intersections in Brazilen
dc.typeoutro-
dc.contributor.institutionUniversidade Federal de Minas Gerais (UFMG)-
dc.contributor.institutionUniv Fed Ceara-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.contributor.institutionUniv Fed Rio Grande do Sul-
dc.contributor.institutionUniversidade de Brasília (UnB)-
dc.description.affiliationUniv Fed Minas Gerais, Belo Horizonte, MG, Brazil-
dc.description.affiliationUniv Fed Ceara, Fortaleza, Ceara, Brazil-
dc.description.affiliationUniv Estadual Paulista, Bauru, Brazil-
dc.description.affiliationUniv Fed Rio Grande do Sul, Porto Alegre, RS, Brazil-
dc.description.affiliationUniv Brasilia, Brasilia, DF, Brazil-
dc.description.affiliationUnespUniv Estadual Paulista, Bauru, Brazil-
dc.identifier.doi10.1016/j.aap.2014.04.008-
dc.identifier.wosWOS:000337855300029-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofAccident Analysis And Prevention-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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