This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness matrix is derived using interpolation functions related to the exact solution of the differential equation of bending of a beam according to the second-order theory. Also, the concept of tangent modulus is applied for the stability calculation in the inelastic domain.
Source:
Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 2014, 30, 473-479
TY - CONF
AU - Ćorić, Stanko
AU - Brčić, Stanko
PY - 2014
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1206
AB - This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness matrix is derived using interpolation functions related to the exact solution of the differential equation of bending of a beam according to the second-order theory. Also, the concept of tangent modulus is applied for the stability calculation in the inelastic domain.
PB - Građevinski fakultet, Subotica
C3 - Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
T1 - Elasto-plastic stability calculation of the frame structures using the code ALIN
T1 - Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN
EP - 479
SP - 473
VL - 30
DO - 10.14415/konferencijaGFS2014.064
ER -
@conference{
author = "Ćorić, Stanko and Brčić, Stanko",
year = "2014",
abstract = "This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness matrix is derived using interpolation functions related to the exact solution of the differential equation of bending of a beam according to the second-order theory. Also, the concept of tangent modulus is applied for the stability calculation in the inelastic domain.",
publisher = "Građevinski fakultet, Subotica",
journal = "Međunarodna konferencija Savremena dostignuća u građevinarstvu 25",
title = "Elasto-plastic stability calculation of the frame structures using the code ALIN, Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN",
pages = "479-473",
volume = "30",
doi = "10.14415/konferencijaGFS2014.064"
}
Ćorić, S.,& Brčić, S.. (2014). Elasto-plastic stability calculation of the frame structures using the code ALIN. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
Građevinski fakultet, Subotica., 30, 473-479.
https://doi.org/10.14415/konferencijaGFS2014.064
Ćorić S, Brčić S. Elasto-plastic stability calculation of the frame structures using the code ALIN. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25. 2014;30:473-479.
doi:10.14415/konferencijaGFS2014.064 .
Ćorić, Stanko, Brčić, Stanko, "Elasto-plastic stability calculation of the frame structures using the code ALIN" in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 30 (2014):473-479,
https://doi.org/10.14415/konferencijaGFS2014.064 . .
