Buckling analysis of non-prismatic columns based on modified vibration modes
type: Item
instance of: scholarly article
title: Buckling analysis of non-prismatic columns based on modified vibration modes
zbMATH Open document ID: 1221.74085
author: D. Kharzeev
published in: Communications in Nonlinear Science and Numerical Simulation
publication date: 2011-09-24T00:00:00Z
Mathematics Subject Classification ID: 74S30
Mathematics Subject Classification ID: 74G60
zbMATH DE Number: 5950430
zbMATH Keywords: buckling
zbMATH Keywords: tapered column
zbMATH Keywords: dynamic equation of motion
zbMATH Keywords: energy method
zbMATH Keywords: buckling eigen-vector
zbMATH Keywords: vibrational eigen-vector
MaRDI profile type: Publication
full work available at URL: j.cnsns.2006.09.009
OpenAlex ID: W1995348225
cites work: Static, dynamic and stability analysis of structures composed of tapered beams
cites work: Vibration and buckling of beam‐columns subjected to non‐uniform axial loads
cites work: Exact stiffness matrix of a nonuniform beam—I. Extension, torsion, and bending of a bernoulli-euler beam
cites work: Exact stiffness matrix of a nonuniform beam—II. Bending of a timoshenko beam
cites work: Tapered thin open section beams on elastic foundation—I. Buckling analysis
cites work: Tapered thin open section beams on elastic foundation—II. Vibration analysis
cites work: Post-buckling of cantilever columns having variable cross-section under a combined load
cites work: Rates of change of eigenvalues and eigenvectors.
DOI: 10.1016/J.CNSNS.2006.09.009
description: scientific article; zbMATH DE number 5950430