An enhanced exponential matrix approach aimed at the stability of piecewise beams on elastic foundation
type: Item
instance of: scholarly article
title: An enhanced exponential matrix approach aimed at the stability of piecewise beams on elastic foundation
zbMATH Open document ID: 1410.74030
author: Eugenio Ruocco
author: V. Mallardo
published in: Applied Mathematics and Computation
publication date: 2019-03-21T00:00:00Z
Mathematics Subject Classification ID: 74H55
Mathematics Subject Classification ID: 65L60
Mathematics Subject Classification ID: 74G60
Mathematics Subject Classification ID: 74K10
zbMATH DE Number: 7040163
zbMATH Keywords: buckling
zbMATH Keywords: exponential matrix method
zbMATH Keywords: computational methods
MaRDI profile type: Publication
full work available at URL: j.amc.2016.03.020
OpenAlex ID: W2323898416
cites work: Buckling and post-buckling analysis of extensible beam-columns by using the differential quadrature method
cites work: Elastic stability of Euler columns with a continuous elastic restraint using variational iteration method
cites work: A simple method to determine the critical buckling loads for axially inhomogeneous beams with elastic restraint
cites work: Q2936191
cites work: Solution of the delayed single degree of freedom system equation by exponential matrix method
cites work: An exponential matrix method for solving systems of linear differential equations
cites work: Numerical solution of the general form linear Fredholm-Volterra integro-differential equations by the tau method with an error estimation
cites work: Collocation method and residual correction using Chebyshev series
DOI: 10.1016/J.AMC.2016.03.020
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description: scientific article; zbMATH DE number 7040163