scientific article; zbMATH DE number 1487445
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Publication:4493844
DOI<421::AID-NME885>3.0.CO;2-X 10.1002/(SICI)1097-0207(20000530)48:3<421::AID-NME885>3.0.CO;2-XzbMath0969.74052MaRDI QIDQ4493844
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Publication date: 2 October 2001
Title: zbMATH Open Web Interface contents unavailable due to conflicting licenses.
structural optimizationgeometrical nonlinearitygeneralized eigenvalue problemlarge deflectionsfailurelinear buckling analysisoptimality criterion approachnonlinear buckling analysisdisplacement control techniqueshallow trussessystem stability constraint
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Optimization of other properties in solid mechanics (74P10)
Related Items (2)
On globally stable singular truss topologies ⋮ Global stability-based design optimization of truss structures using multiple objectives
Cites Work
- Optimal design of trusses for overall stability
- Optimization for buckling with exact geometries
- Design of frames against buckling using a Rayleigh quotient approximation
- Minimum weight design of truss structures with geometric nonlinear behavior
- Optimization of Shallow Trusses Against Limit Point Instability
- Bimodal optimization of frames for maximum stability
- Nonlinear analysis of optimized structure with constraints on systemstability
- Incremental displacement algorithms for nonlinear problems
- Optimum structural design with stability constraints
- Displacement incrementation in non‐linear structural analysis by the self‐correcting method
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