Journal of
Faculty of Civil Engineering


FACULTY JOURNALS
SCIENTIFIC MEETINGS
ARCHIVE







CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 323-330


PARAMETRIC STABILITY ANALYSIS OF STEEL FRAME STRUCTURES
 
DOI: 10.14415/konferencijaGFS 2016.032
UDC: 624.046.3.072.2
CC-BY-SA 4.0 license
Author : Ćorić, Stanko
 
 Summary:
 In this paper it is presented parametric stability analysis of frame structures with accuracy assessment of solutions given in codes for design of steel structures. Method for calculating the critical load and the effective buckling length of the frame structures that is based on the global stability analysis is formulated. According to results of analysis of the whole structure, the critical load and effective buckling length for each column member can be obtained. The numerical analysis in this paper is based on the calculation of the critical load in elaso-plastic domain.
 
 Keywords:
 energy efficiency of buildings, renovation, mesurements