Buckling analysis of non-prismatic columns based on modified vibration modes
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Publication:718758
DOI10.1016/J.CNSNS.2006.09.009zbMath1221.74085OpenAlexW1995348225MaRDI QIDQ718758
Publication date: 24 September 2011
Published in: Communications in Nonlinear Science and Numerical Simulation (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cnsns.2006.09.009
energy methodbucklingdynamic equation of motionbuckling eigen-vectortapered columnvibrational eigen-vector
Related Items (2)
Buckling and free vibration analysis of non-prismatic columns using optimized shape functions and Rayleigh method ⋮ An analytical approach to vibration analysis of beams with variable properties
Cites Work
- Post-buckling of cantilever columns having variable cross-section under a combined load
- Vibration and buckling of beam‐columns subjected to non‐uniform axial loads
- Static, dynamic and stability analysis of structures composed of tapered beams
- Exact stiffness matrix of a nonuniform beam—I. Extension, torsion, and bending of a bernoulli-euler beam
- Exact stiffness matrix of a nonuniform beam—II. Bending of a timoshenko beam
- Tapered thin open section beams on elastic foundation—I. Buckling analysis
- Tapered thin open section beams on elastic foundation—II. Vibration analysis
- Rates of change of eigenvalues and eigenvectors.
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