EQUIVALENT MOMENT APPROACH FOR ELASTIC LATERAL-TORSIONAL BUCKLING OF TAPERED BEAMS

DOI10.1142/S0219455410003543zbMath1271.74091MaRDI QIDQ2846021

Miguel Angel Serna, José R. Ibañez

Publication date: 5 September 2013

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

stabilitylateral-torsional bucklingtapered beamssteel beamscritical moment

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (2)

Calculation of critical lateral-torsional buckling loads of beams subjected to arbitrarily transverse loads ⋮ Improved finite element model for lateral stability analysis of axially functionally graded nonprismatic I-beams

Cites Work

• AN ANALYTICAL STUDY ON THE LATERAL-TORSIONAL BUCKLING OF LINEARLY TAPERED CANTILEVER STRIP BEAMS

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