A new DQ-based method and its application to the stability of columns-Reference-Cited by-同舟云学术

A new DQ-based method and its application to the stability of columns

Published:2014-01 Issue: Volume:226 Page:145-156
ISSN:0096-3003
Container-title:Applied Mathematics and Computation
language:en
Short-container-title:Applied Mathematics and Computation

Author:

Tomasiello S.

Publisher

Elsevier BV

Subject

Applied Mathematics,Computational Mathematics

Reference25 articles.

1. Theory of Elastic Stability;Timoshenko,1961

2. Buckling Strength of Metal Structures;Bleich,1952

3. Die altitudine colomnarum sub proprio pondere corruentium;Euler;Acta Acad. Petropol.,1778

4. A.G. Greenhill, Determination of the greatest height consistent with stability that a vertical pole on mast can be made and of the greatest height to which a tree of given proportions can grow, in: Proceedings of the Cambridge Philosophical Society IV, 1883.

5. Design of columns of varying cross-section;Dinnik;Transactions of the ASME,1929

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A modified exponential method that preserves structural properties of the solutions of the Burgers–Huxley equation;International Journal of Computer Mathematics;2017-09-19

2. A deterministic model for the distribution of the stopping time in a stochastic equation and its numerical solution;Journal of Computational and Applied Mathematics;2017-07

3. Finite-difference modeling à la Mickens of the distribution of the stopping time in a stochastic differential equation;Journal of Difference Equations and Applications;2017-01-27

4. Numerical method for stability analysis of functionally graded beams on elastic foundation;Applied Mathematical Modelling;2016-03

5. A new least-squares DQ-based method for the buckling of structures with elastic supports;Applied Mathematical Modelling;2015-05