Nonlinear stability analysis of the frame structures

In this paper the phenomenon of instability of frames in elasto-plastic domain was investigated. Numerical analysis was performed by the finite element method. Stiffness matrices were derived using the trigonometric shape functions related to exact solution of the differential equation of bending ac...

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Bibliographic Details
Main Authors: Ćorić Stanko, Brčić Stanko
Format: Article
Language:English
Published: Society for Materials and Structures testing of Serbia 2016-01-01
Series:Građevinski Materijali i Konstrukcije
Subjects:
Online Access:https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2016/0543-07981603027C.pdf