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

Zbigniew Stachura , Marian Giżejowski


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
Issue year2019
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)
URL https://www.matec-conferences.org/articles/matecconf/pdf/2019/11/matecconf_krynica2018_09010.pdf
Languageen angielski
Buckling_resistance_evaluation_of_steel_beam-colum.pdf 1.27 MB
Score (nominal)5
Score sourcejournalList
ScoreMinisterial score = 5.0, 11-02-2020, ArticleFromJournal
Publication indicators WoS Citations = 0
Citation count*
Share Share

Get link to the record

* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.
Are you sure?