Parametric stability analysis of steel frame structures
Parametarska analiza stabilnosti čeličnih okvirnih nosača
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, 323-330Publisher:
- Gradjevinski fakultet, Subotica
Note:
- Zbornik radova Građevinskog fakulteta
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Institution/Community
GraFarTY - 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 - https://hdl.handle.net/21.15107/rcub_grafar_1416 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 = "https://hdl.handle.net/21.15107/rcub_grafar_1416" }
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. https://hdl.handle.net/21.15107/rcub_grafar_1416
Ćorić S. Parametric stability analysis of steel frame structures. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;30:323-330. https://hdl.handle.net/21.15107/rcub_grafar_1416 .
Ćorić, Stanko, "Parametric stability analysis of steel frame structures" in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 30 (2016):323-330, https://hdl.handle.net/21.15107/rcub_grafar_1416 .