Buckling resistance evaluation of steel beam-columns using refined General Method approach

Zbigniew Stachura , Marian Giżejowski

Abstract

Different aspects of Eurocode 3 General Method (GM) approaches are discussed in this paper. The purpose of present study is to improve the application of GM approach for both beam-columns without intermediate lateral-torsional restraints and with these restraints. The results from the proposed GM are compared with those from Eurocode 3-1-1 interaction equations according to Method 1 and Method 2. Abetter consistency between the developed GM approach and the Eurocode's interaction equation approach than Eurocode 3 GM approach is observed.
Author Zbigniew Stachura (FCE / ICE)
Zbigniew Stachura,,
- The Institute of Civil Engineering
, Marian Giżejowski (FCE / ICE)
Marian Giżejowski,,
- The Institute of Civil Engineering
Journal seriesMATEC Web of Conferences, ISSN , e-ISSN 2261-236X, (0 pkt)
Issue year2019
Vol262
Pages1-8
Publication size in sheets0.5
Conference64 Konferencja Naukowa Komitetu Inżynierii Lądowej i Wodnej PAN oraz Komitetu Nauki PZiTB, 16-09-2018 - 20-09-2018, Krynica, Polska
Keywords in PolishEurocode 3
Keywords in EnglishEurocode 3, General Method (GM)
DOIDOI:10.1051/matecconf/201926209010
URL https://www.matec-conferences.org/articles/matecconf/pdf/2019/11/matecconf_krynica2018_09010.pdf
Languageen angielski
File
Buckling_resistance_evaluation_of_steel_beam-colum.pdf 1.27 MB
Score (nominal)5
ScoreMinisterial score = 5.0, 19-06-2019, ArticleFromJournal
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