CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 323-330
PARAMETRIC STABILITY ANALYSIS OF STEEL FRAME STRUCTURES| |
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| DOI: 10.14415/konferencijaGFS 2016.032 |
| UDC: 624.046.3.072.2 |
| CC-BY-SA 4.0 license |
| Author : Ćorić, Stanko |
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| | 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. |
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| | Keywords: |
| | energy efficiency of buildings, renovation, mesurements |
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