Interaction of the joint and of the lateral bracing stiffnesses for the optimum design of unbraced frames

DOI10.1007/BF01189212zbMath0514.73101MaRDI QIDQ1051507

Anthony N. Kounadis

Publication date: 1983

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

zbMATH Keywords

load-carrying capacityjoint stiffnesslateral bracing stiffnessnonlinear interaction equationsway-buckling modeunbraced rectangular framesvertical loading

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Optimization problems in solid mechanics (74P99)

Related Items (2)

Design sensitivity analysis and optimization for nonlinear buckling of finite-dimensional elastic conservative structures ⋮ SEQUENTIAL SEMIDEFINITE PROGRAMMING FOR OPTIMIZATION OF FRAMED STRUCTURES UNDER MULTIMODAL BUCKLING CONSTRAINTS

Cites Work

• The effect of various parameters on the nonlinear sway-buckling of a three-bar frame
• Dynamic Snap-through Buckling of a Timoshenko Two Bar Frame under a Suddenly Applied Load
• Nonlinear analysis of portal frames
• Nonlinear sway-buckling of an eccentrically loaded frame of two timoshenko-bars
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