Buckling of Columns on Elastic Foundation with different Boundary Conditions

In This research, the subject of buckling of columns on elastic foundation with different boundary conditions by energy approach has been presented. Columns modeled by two-end rigid bars where interconnected to each other by rotational springs, and elastic foundation modeled by translational springs...

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Autores principales: Seyed mohammad Reza Hasani, Masooud Mahmoudabadi, Rasoul Danaei
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2018
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Acceso en línea:https://doaj.org/article/fd4aeb2cb3644327aecef0392f7cd2d2
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