The effect of interaction of loadings on the change of buckling response of framed structures

DOI10.1007/BF01178313zbMath0652.73033MaRDI QIDQ1107363

A. N. Yiagos, Anthony N. Kounadis

Publication date: 1988

Published in: Acta Mechanica (Search for Journal in Brave)

zbMATH Keywords

instabilityasymmetric bifurcation pointrectangular two-bar framestable equilibrium pathcritical value of the two loadings ratioright angle deviationsnap- through

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Anelastic fracture and damage (74R20) Bifurcation and buckling (74G60)

Cites Work

• Nonlinear inelastic buckling of rigid-jointed frames under finite displacements
• Nonlinear elastic limit state analysis of rigid jointed frames
• An efficient simplified approach for the nonlinear buckling analysisof frames
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