| dc.contributor.author | Cantero, Daniel | |
| dc.contributor.author | OBrien, Eugene J | |
| dc.contributor.author | Gonzalez, Arturo | |
| dc.date.accessioned | 2019-06-24T12:20:56Z | |
| dc.date.available | 2019-06-24T12:20:56Z | |
| dc.date.created | 2019-06-21T15:50:03Z | |
| dc.date.issued | 2015 | |
| dc.identifier.issn | 1478-4637 | |
| dc.identifier.uri | http://hdl.handle.net/11250/2601891 | |
| dc.description.abstract | Most current research on dynamic effects due to traffic load on simply supported bridges is focused on the mid-span section of the bridge because this location corresponds to the worst static bending moment. However, the maximum total moment allowing for dynamics may differ considerably from the maximum moment at mid-span. This paper shows how the maximum can occur in a section relatively far from mid-span with a significant difference in magnitude. | nb_NO |
| dc.language.iso | eng | nb_NO |
| dc.publisher | Thomas Telford (ICE Publishing) | nb_NO |
| dc.title | Maximum dynamic stress on bridges traversed by moving loads | nb_NO |
| dc.type | Journal article | nb_NO |
| dc.type | Peer reviewed | nb_NO |
| dc.description.version | acceptedVersion | nb_NO |
| dc.source.volume | 162 | nb_NO |
| dc.source.journal | Proceedings of the Institution of Civil Engineers : Bridge Engineering | nb_NO |
| dc.source.issue | 2 | nb_NO |
| dc.identifier.doi | https://doi.org/10.1680/bren.2009.162.2.75 | |
| dc.identifier.cristin | 1706903 | |
| dc.description.localcode | © 2015. This is the authors' accepted and refereed manuscript to the article. The final authenticated version is available online at: https://doi.org/10.1680/bren.2009.162.2.75 | nb_NO |
| cristin.unitcode | 194,64,45,0 | |
| cristin.unitname | Institutt for konstruksjonsteknikk | |
| cristin.ispublished | true | |
| cristin.fulltext | postprint | |
| cristin.qualitycode | 1 | |
