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dc.contributor.authorElvik, Rune
dc.coverage.spatialNorwayen_US
dc.date.accessioned2021-08-05T09:55:16Z
dc.date.available2021-08-05T09:55:16Z
dc.date.created2019-10-22T13:14:09Z
dc.date.issued2019-10-07
dc.identifier.citationAccident Analysis and Prevention. 2019, 133 (December), 1-6.en_US
dc.identifier.issn0001-4575
dc.identifier.urihttps://hdl.handle.net/11250/2766423
dc.description.abstractThe risk of accident in horizontal curves is a complex function of at least the following characteristics of the curve: the radius of the curve; the length of the curve (and the resultant deflection angle); the presence of a spiral transition curve; the super-elevation of the curve; the distance to adjacent curves; and whether the curve is on a flat road, a straight gradient or a vertical curve. The interactions between these characteristics in determining accident risk in horizontal curves is only beginning to be understood. This paper summarises the results of studies that have investigated the interaction between the radius of a horizontal curve and the distance to adjacent curves. The shorter the mean distance between curves, the lower is the increase in risk for a given curve radius. The sharper neighbouring curves are, the lower is the increase in risk for a given curve radius. Thus, overall risk may not be higher on a road consisting mostly of sharp curves than on a road consisting mostly of straight sections with a few curves located far apart from each other.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleThe more (sharp) curves, the lower the risken_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.rights.holder© 2019 Elsevier Ltd. All rights reserved.en_US
dc.source.articlenumber105322en_US
dc.description.versionacceptedVersionen_US
cristin.unitcode7482,2,1,0
cristin.unitnameTrafikksikkerhet på vei
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1
dc.identifier.doi10.1016/j.aap.2019.105322
dc.identifier.cristin1739518
dc.source.journalAccident Analysis and Preventionen_US
dc.source.volume133en_US
dc.source.issueDecemberen_US
dc.source.pagenumber1-6en_US


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
Med mindre annet er angitt, så er denne innførselen lisensiert som Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal