An efficient and simple approximate technique for solving nonlinear initial and boundary-value problems-Reference-Cited by-同舟云学术

An efficient and simple approximate technique for solving nonlinear initial and boundary-value problems

Published:1992-05 Issue:3 Volume:9 Page:221-231
ISSN:0178-7675
Container-title:Computational Mechanics
language:en
Short-container-title:Computational Mechanics

Author:

Kounadis A. N.

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,Computational Mathematics,Computational Theory and Mathematics,Mechanical Engineering,Ocean Engineering,Computational Mechanics

Link

https://link.springer.com/content/pdf/10.1007/BF00350188.pdf

Reference13 articles.

1. CoddingtonE.; LevinsonN. (1955): Theory of ordinary differential equations. Mc Graw-Hill, New York

2. ElsgoltsL. (1973): Differential equations and the calculus of variations. MIR, Moscow

3. HoffJ. N. (1951): The dynamics of the buckling of elastic columns. J. Appl. Mech. 18, Trans. ASME 73, 68–74

4. Kandakis, G.; Kounadis, A. N. (1993): On the large post-buckling response of nonconservative continuous systems. Ingenieur—Archiv (to be published)

5. Kounadis, A. N. (1986): A comparative stability study of frames by the exact elastica and other approximate analyses. Proc. of 1st National congress on Mechanics, Athens, 25–27 June

Cited by 4 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. Novel Approximate Solutions for Nonlinear Initial and Boundary Value Problems;Ibn AL-Haitham Journal For Pure and Applied Sciences;2023-10-20

2. Static and dynamic responses of suspended arch bridges due to failure of cables;Archive of Applied Mechanics;2019-06-24

3. Stability Analysis of Nonlocal Elastic Columns with Initial Imperfection;Mathematical Problems in Engineering;2013

4. Dynamic Response of a Slightly Curved Bridges under Moving Mass Loads;The Baltic Journal of Road and Bridge Engineering;2009-09-14