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Nelinearna analiza stabilnosti okvirnih nosača

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2009
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Authors
Ćorić, Stanko
Article (Published version)
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Abstract
The research related to work on my doctoral thesis is presented in this paper. The basic subject of proposed PhD research is related to the numerical simulation of elastic and non-elastic stability analysis of frame structures. The existing structural codes neither observe the structural stability of frame structures in general and nor take into account the contemporary potential available for structural engineers. So, the global nonlinear stability analysis of the frame structures is suggested. This numerical analysis will be performed using the suitable combination of commercial software and the corresponding home-made programming. .
U ovom radu ukratko je prikazan sadržaj istraživanja koji će biti sastavni deo doktorske disertacije. Predmet istraživanja predložene disertacije je numerička simulacija problema stabilnosti okvirnih nosača u elastičnoj i neelastičnoj oblasti. Postojeći način proračuna konstrukcija, na osnovu aktuelnih propisa, ne uzima u obzir mogućnosti savremenih kompjutera koji su dostupni građevinskim inženjerima. Zato se u ovom radu analizira mogućnost nelinearne analize okvirnih nosača u celini. Numerička analiza će biti obavljena korišćenjem kombinacije komercijalnog softvera i sopstvenog programa.
Keywords:
stability of structures / effective length / nonlinear analysis / stabilnost konstrukcija / dužina izvijanja / nelinearna analiza
Source:
Nauka + Praksa, 2009, 12, 2, 1-3
Publisher:
  • Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš

ISSN: 1451-8341

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URI
http://grafar.grf.bg.ac.rs/handle/123456789/249
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  • Radovi istraživača / Researcher's publications
  • Катедра за техничку механику и теорију конструкција
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