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dc.contributor.authorRønnquist, Anders
dc.contributor.authorNæss, Arvid
dc.date.accessioned2018-04-06T08:30:51Z
dc.date.available2018-04-06T08:30:51Z
dc.date.created2018-01-18T19:51:37Z
dc.date.issued2017
dc.identifier.citationSpringer Series in Reliability Engineering. 2017, 47-66.nb_NO
dc.identifier.isbn978-3-319-52424-5
dc.identifier.issn1614-7839
dc.identifier.urihttp://hdl.handle.net/11250/2492972
dc.description.abstractNetwork arch bridges are extremely slender bridge structures with a very efficient 16 load-carrying structure. This configuration can carry loads that are several times greater 17 than traditional tied-arch bridges with vertical hangers. These bridges are seen as an 18 attractive structure due to their slenderness, which potentially also make them vulnerable to 19 global system buckling. Thus, the buckling reliability of network arch bridges is here further 20 investigated with emphasis on geometric and load uncertainties. In principle, the reliability of 21 structural systems can be accurately predicted by standard Monte Carlo simulation. This 22 method has several attractive features for structural system reliability. One is that the system 23 failure criterion is easy to control, almost irrespective of the complexity of the system. 24 However, the computational cost involved may be prohibitive for highly reliable structural 25 systems if standard Monte Carlo simulation is used. In this chapter a recently developed 26 enhanced Monte Carlo method has been applied for calculating the reliability. This method 27 drastically reduced the computational burden of the standard Monte Carlo approach and 28 thereby made it practically feasible to estimate the reliability of the bridge against buckling.nb_NO
dc.language.isoengnb_NO
dc.publisherSpringernb_NO
dc.titleGlobal Buckling Reliability Analysis of Slender Network Arch Bridges: An Application of Monte Carlo-Based Estimation by Optimized Fittingnb_NO
dc.typeChapternb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber47-66nb_NO
dc.source.journalSpringer Series in Reliability Engineeringnb_NO
dc.identifier.doihttps://doi.org/10.1007/978-3-319-52425-2
dc.identifier.cristin1546797
dc.description.localcodeThis chapter will not be available due to copyright restrictions (c) 2017 by Springernb_NO
cristin.unitcode194,64,45,0
cristin.unitcode194,64,20,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.unitnameInstitutt for marin teknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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