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Lateral Stiffness of Frames and Effective Length of Framed Columns

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dc.contributor.authorAydın, Ruhi
dc.contributor.authorGönen, Hasan
dc.contributor.orcid0000-0003-2973-940X
dc.contributor.orcid0000-0002-5945-6956
dc.date.accessioned2025-11-13T20:52:51Z
dc.date.issued1994-05-01
dc.identifier.doihttps://doi.org/10.1061/(asce)0733-9445(1994)120:5(1455)
dc.identifier.endpage1470
dc.identifier.issn0733-9445
dc.identifier.issue5
dc.identifier.openalexW1983723634
dc.identifier.startpage1455
dc.identifier.urihttps://hdl.handle.net/11421/12864
dc.identifier.urihttps://doi.org/10.1061/(asce)0733-9445(1994)120:5(1455)
dc.identifier.volume120
dc.language.isoen
dc.relation.ispartofJournal of Structural Engineering
dc.rightsrestrictedAccess
dc.subjectStiffness
dc.subjectStructural engineering
dc.subjectStiffness matrix
dc.subjectBeam (structure)
dc.subjectShear (geology)
dc.subjectMatrix (chemical analysis)
dc.subjectDirect stiffness method
dc.subjectDisplacement (psychology)
dc.subjectGirder
dc.subjectDisplacement method
dc.subjectConnection (principal bundle)
dc.subjectGeometry
dc.subjectMathematics
dc.subjectMaterials science
dc.subjectEngineering
dc.subjectComposite material
dc.subject.sdg11
dc.titleLateral Stiffness of Frames and Effective Length of Framed Columns
dc.typeArticle
dspace.entity.typePublication
local.authorid.openalexA5103164424
local.authorid.openalexA5022819483

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