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Parametric stability analysis of steel frame structures

Parametarska analiza stabilnosti čeličnih okvirnih nosača

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2016
1414.pdf (1.015Mb)
Authors
Ćorić, Stanko
Conference object (Published version)
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Abstract
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.
Source:
Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 2016, 30, 323-330
Publisher:
  • Gradjevinski fakultet, Subotica
Note:
  • Zbornik radova Građevinskog fakulteta
[ Google Scholar ]
URI
https://grafar.grf.bg.ac.rs/handle/123456789/1416
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за техничку механику и теорију конструкција
Institution/Community
GraFar
TY  - CONF
AU  - Ćorić, Stanko
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1416
AB  - 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.
PB  - Gradjevinski fakultet, Subotica
C3  - Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1  - Parametric stability analysis of steel frame structures
T1  - Parametarska analiza stabilnosti čeličnih okvirnih nosača
EP  - 330
SP  - 323
VL  - 30
UR  - conv_4058
ER  - 
@conference{
author = "Ćorić, Stanko",
year = "2016",
abstract = "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.",
publisher = "Gradjevinski fakultet, Subotica",
journal = "Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Parametric stability analysis of steel frame structures, Parametarska analiza stabilnosti čeličnih okvirnih nosača",
pages = "330-323",
volume = "30",
url = "conv_4058"
}
Ćorić, S.. (2016). Parametric stability analysis of steel frame structures. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Gradjevinski fakultet, Subotica., 30, 323-330.
conv_4058
Ćorić S. Parametric stability analysis of steel frame structures. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;30:323-330.
conv_4058 .
Ćorić, Stanko, "Parametric stability analysis of steel frame structures" in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 30 (2016):323-330,
conv_4058 .

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