Buckling strength of a steel multi-storey framework according to Eurocode’s general method

Marian Giżejowski , Zbigniew Stachura

Abstract

Aspects of design according to EN 1993-1-1:2005 procedures and related to steel semi-continuous frames composed of I-section members are dealt with in relation to the so-called Eurocode’s general method. Different problems of design verification criteria of frameworks composed of members subjected to axial compression as well as one directional bending are focused on. An algorithm of the framework resistance verification according to different procedures is presented. The design example of a multi-storey steel framework with non-composite beams restrained against lateral-torsional buckling and columns susceptible to lateral-torsional buckling illustrates simple and more advanced verification procedures of framework resistance verification. Concluding remarks yielding from this example are presented.
Author Marian Giżejowski IIB
Marian Giżejowski,,
- The Institute of Civil Engineering
, Zbigniew Stachura IIB
Zbigniew Stachura,,
- The Institute of Civil Engineering
Pages381-392
Publication size in sheets0.55
Book Giżejowski Marian, Kozłowski A., Marcinowski J., Ziółko J (eds.): Recent progress in steel and composite structures. International conference - ICMS. + CD, 2016, Taylor & Francis Group, ISBN 978-1-138-02946-0, 210 p.
Languageen angielski
Score (nominal)15
ScoreMinisterial score [Punktacja MNiSW] = 15.0, 17-02-2017, BookChapterMatConf
Ministerial score (2013-2016) [Punktacja MNiSW (2013-2016)] = 15.0, 17-02-2017, BookChapterMatConf
Citation count*3 (2018-06-18)
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* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.
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