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dc.contributor.authorDepina, Ivan
dc.contributor.authorLe, Thi Minh Hue
dc.contributor.authorFenton, Gordon A.
dc.contributor.authorEiksund, Gudmund Reidar
dc.date.accessioned2017-12-01T08:52:17Z
dc.date.available2017-12-01T08:52:17Z
dc.date.created2016-02-02T08:59:30Z
dc.date.issued2016
dc.identifier.citationStructural Safety. 2016, 60 1-15.nb_NO
dc.identifier.issn0167-4730
dc.identifier.urihttp://hdl.handle.net/11250/2468693
dc.description.abstractThis paper presents an approach for reliability analysis of engineering structures, referred to as Metamodel Line Sampling (MLS). The approach utilizes a metamodel of the performance function, within the framework of the Line Sampling method, to reduce computational demands associated with the reliability analysis of engineering structures. Given a metamodel of the performance function, the failure probability is estimated as a product of a metamodel-based failure probability and a correction coefficient. The correction coefficient accounts for the error in the metamodel estimate of failure probability introduced by the replacement of the performance function with a metamodel. Computational efficiency and accuracy of the MLS approach are evaluated with the Kriging metamodel on analytical reliability problems and a practical reliability problem of a monopile foundation for offshore wind turbine. The MLS approach demonstrated efficient performance in low to medium-dimensional reliability problems.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleReliability analysis with Metamodel Line Samplingnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber1-15nb_NO
dc.source.volume60nb_NO
dc.source.journalStructural Safetynb_NO
dc.identifier.doi10.1016/j.strusafe.2015.12.005
dc.identifier.cristin1330595
dc.relation.projectNorges forskningsråd: 237859nb_NO
dc.description.localcode© 2016. This is the authors’ accepted and refereed manuscript to the article. LOCKED until 21.1.2018 due to copyright restrictions. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/nb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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