Joint effect of the nonlinearity of elastic foundations and the variation of the inertia ratio on buckling behavior of prismatic and nonprismatic columns using a GDQ method

Cites Work

Title not available (Why is that?)
Title not available (Why is that?)
Title not available (Why is that?)
A simple method to determine the critical buckling loads for axially inhomogeneous beams with elastic restraint
Determination of critical buckling load for elastic columns of constant and variable cross-sections using variational iteration method
Elastic stability of Euler columns with a continuous elastic restraint using variational iteration method
A mixed differential quadrature and finite element free vibration and buckling analysis of thick beams on two-parameter elastic foundations
A generalized approach for implementing general boundary conditions in the GDQ free vibration analysis of plates
Determination of the greatest height consistent with stability that a vertical post or mast can be made, and of the greatest height to which a tree of given proportion can grow.
Block-marching in time with DQ discretization: An efficient method for time-dependent problems
Buckling of Euler columns with a continuous elastic restraint via homotopy analysis method
Differential quadrature and longterm integration
Differential quadrature: A technique for the rapid solution of nonlinear partial differential equations
Solving initial value problems by differential quadrature method?part 1: first-order equations
Perturbation methods.
Vibrations and buckling of a beam on a variable Winkler elastic foundation
Application of generalized differential quadrature to vibration analysis
AN ANALYTIC APPROACH FOR EXACTLY DETERMINING CRITICAL LOADS OF BUCKLING OF NONUNIFORM COLUMNS
ANALYSIS OF TILT‐BUCKLING OF EULER COLUMNS WITH VARYING FLEXURAL STIFFNESS USING HOMOTOPY PERTURBATION METHOD
A MODIFIED LINDSTEDT–POINCARE METHOD FOR A STRONGLY NON-LINEAR TWO DEGREE-OF-FREEDOM SYSTEM
Advanced Differential Quadrature Methods
Two new approximate methods for analyzing free vibration of structural components
Elastic and Viscoelastic Foundation Models

This page was built for publication: Joint effect of the nonlinearity of elastic foundations and the variation of the inertia ratio on buckling behavior of prismatic and nonprismatic columns using a GDQ method

Report a bug (only for logged in users!)Click here to report a bug for this page (MaRDI item Q6534848)