Probabilistic computation of the structural performance of moment resisting steel frames

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dc.contributor.authorCeribasi, Seyit
dc.date.accessioned2024-07-12T21:53:23Z
dc.date.available2024-07-12T21:53:23Z
dc.date.issued2017en_US
dc.departmentMaltepe Üniversitesien_US
dc.description.abstractThis study investigates the reliability of the performance levels of moment resisting steel frames subjected to lateral loads such as wind and earthquake. The reliability assessment has been performed with respect to three performance levels: serviceability, damageability, and ultimate limit states. A four-story moment resisting frame is used as a typical example. In the reliability assessment the uncertainties in the loadings and in the capacity of the frame have been considered. The wind and earthquake loads are assumed to have lognormal distribution, and the frame resistance is assumed to have a normal distribution. In order to obtain an appropriate limit state function a linear relation between the loading and the deflection is formed. For the reliability analysis an algorithm has been developed for determination of limit state functions and iterations of the first order reliability method (FORM) procedure. By the method presented herein the multivariable analysis of a complicated reliability problem is reduced to an S-R problem. The procedure for iterations has been tested by a known problem for the purpose of avoiding convergence problems. The reliability indices for many cases have been obtained and also the effects of the coefficient of variation of load and resistance have been investigated.en_US
dc.identifier.doi10.12989/scs.2017.24.3.369
dc.identifier.endpage382en_US
dc.identifier.issn1229-9367
dc.identifier.issn1598-6233
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85021228175en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage369en_US
dc.identifier.urihttps://dx.doi.org/10.12989/scs.2017.24.3.369
dc.identifier.urihttps://hdl.handle.net/20.500.12415/8492
dc.identifier.volume24en_US
dc.identifier.wosWOS:000407581800009en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorCeribasi, Seyit
dc.language.isoenen_US
dc.publisherTECHNO-PRESSen_US
dc.relation.ispartofSTEEL AND COMPOSITE STRUCTURESen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmzKY03444
dc.subjectsteel framesen_US
dc.subjectFORMen_US
dc.subjectperformanceen_US
dc.subjectreliabilityen_US
dc.subjectsafetyen_US
dc.titleProbabilistic computation of the structural performance of moment resisting steel framesen_US
dc.typeArticle
dspace.entity.typePublication

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