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Interval Finite Element Analysis of Truss Systems

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dc.contributor.authorErdolen, Ayse
dc.date.accessioned2026-06-27T13:13:18Z
dc.date.issued2011
dc.description.abstractIn this work, geometric uncertainties due to fabrication errors and/or thermal changes in truss structures are investigated. The system components' deviations from the nominal dimensions (misfitting) are defined as intervals. Such geometric uncertainties are converted into equivalent nodal loads. In the case of truss systems the Interval Finite Element formulation leads to a linear interval system of equations. The results are illustrated in the problems given as examples.en
dc.identifier.endpage5318
dc.identifier.issn1300-3453
dc.identifier.issue1
dc.identifier.startpage5305
dc.identifier.urihttps://hdl.handle.net/20.500.14981/50684
dc.identifier.volume22
dc.identifier.wos000286365900005
dc.language.isotur
dc.publisherTURKISH CHAMBER CIVIL ENGINEERS
dc.relation.ispartofTEKNIK DERGI
dc.subjectGeometric uncertainty
dc.subjectinterval analysis
dc.subjectinterval finite elements
dc.subjectfabrication errors
dc.subjectEngineering
dc.titleInterval Finite Element Analysis of Truss Systems
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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