Elasto-plastic stability calculation of the frame structures using the code ALIN
Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN
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.
Source:
Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 2014, 30, 473-479Publisher:
- Građevinski fakultet, Subotica
Note:
- Zbornik radova Građevinskog fakulteta
Collections
Institution/Community
GraFarTY - 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 . .