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dc.contributor.authorRodríguez-Gutierrez, Jose Alfredo
dc.contributor.authorAristizabal-Ochoa, Jose Dario
dc.date.accessioned2026-08-20T12:13:49Z
dc.date.available2026-08-20T12:13:49Z
dc.date.copyright2026/04/10
dc.date.issued2026
dc.identifier.otherJSDCCC.SCENG-2010.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313256
dc.description.abstractAbstractThe theoretical behavior of inelastic beam–columns subjected to axial load and biaxial bending is presented in detail, including the simultaneous effects of initial imperfections, residual stresses, and local buckling, particularly in thin-walled ...
dc.publisherAmerican Society of Civil Engineers
dc.titleStrength of Thin- and Thick-Walled Metal Beam–Columns Bent in Single and Double Curvature
dc.typeJournal Article
dc.journal.volume31
dc.journal.issue3
dc.journal.titleJournal of Structural Design and Construction Practice
dc.identifier.doi10.1061/JSDCCC.SCENG-2010
dc.journal.fristpage04026056-1
dc.journal.lastpage04026056-19
dc.page19
dc.treeJournal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 003
dc.contenttypeFulltext


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