Stability of structural elements of special lifting mechanisms in the form of circular arches

The system of differential equations of stability of circular arches with symmetric sections and the sixth-order resolving ordinary differential equation are derived. It is noted that these equations have variable coefficients and their analytical solution under existing external loads leads to seri...

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Bibliographic Details
Main Authors: Viktor Orobey, Oleksandr Daschenko, Leonid Kolomiets, Oleksandr Lymarenko
Format: Article
Language:English
Published: PC Technology Center 2018-03-01
Series:Eastern-European Journal of Enterprise Technologies
Subjects:
BEM
Online Access:http://journals.uran.ua/eejet/article/view/125490

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