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dc.contributor.authorFrøseth, Gunnstein Thomas
dc.contributor.authorRønnquist, Anders
dc.date.accessioned2019-04-03T07:03:00Z
dc.date.available2019-04-03T07:03:00Z
dc.date.created2019-01-25T10:44:45Z
dc.date.issued2018
dc.identifier.citationStructure and Infrastructure Engineering. 2018, .nb_NO
dc.identifier.issn1573-2479
dc.identifier.urihttp://hdl.handle.net/11250/2593021
dc.description.abstractThis article describes historic load conditions in the Norwegian railway network to improve estimates of the remaining service life of bridges. Data on rolling stock, traffic and infrastructure throughout the history of the railway are presented. Axle loads, geometry, design, composition and operation of both passenger and freight trains have changed several times since the initial construction. The capacities of both rolling stock and infrastructure influence the load conditions in a railway network. Historic loads may have been more severe than modern loads for certain structural details. A probability distribution of load variables for a specific bridge cannot be obtained in the general case. Future research directions and suggestions for the use of non-probabilistic data in estimating the service life of bridges are discussed.nb_NO
dc.language.isoengnb_NO
dc.publisherTaylor & Francisnb_NO
dc.titleEvolution of load conditions in the Norwegian railway network and imprecision of historic railway load datanb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber18nb_NO
dc.source.journalStructure and Infrastructure Engineeringnb_NO
dc.identifier.doi10.1080/15732479.2018.1504087
dc.identifier.cristin1664980
dc.description.localcodeLocked until 24 December 2019 due to copyright restrictions. This is an Accepted Manuscript of an article published by Taylor & Francis in Structure and Infrastructure Engineering on 24 December 2018, available at http://wwww.tandfonline.com/ 10.1080/15732479.2018.1504087.nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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