Stability analysis of steel frames according to Eurocode 3

Stability analysis of steel frames according to Eurocode 3

In the paper, the qualitative and quantitative comparison of EC3 methods to verify the global stability of the structure is presented. The steel portal frame subjected to varied loads is considered. The initial global sway imperfection and the initial local bow imperfections of member frame are take...

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Bibliographic Details
Main Authors: Sylwia Pogonowska-Płatek, Wojciech Dornowski
Format: Article
Language:English
Published: Wojskowa Akademia Techniczna, Redakcja Wydawnictw WAT, ul. gen. S. Kaliskiego 2, 00-908 Warszawa 2019-06-01
Series:Biuletyn Wojskowej Akademii Technicznej
Subjects:
second order effects
steel frame
global stability
critical load
Online Access:http://biuletynwat.pl/gicid/01.3001.0013.3008

Internet

http://biuletynwat.pl/gicid/01.3001.0013.3008

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