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