Beam-column in plane resistance based on the concept of equivalent geometric imperfections

Marian Giżejowski , Radosław Szczerba , Marcin Daniel Gajewski , Zbigniew Stachura

Abstract

n/a
Author Marian Giżejowski (FCE / ICE)
Marian Giżejowski,,
- The Institute of Civil Engineering
, Radosław Szczerba (FCE)
Radosław Szczerba,,
- Faculty of Civil Engineering
, Marcin Daniel Gajewski (FCE / ICE)
Marcin Daniel Gajewski,,
- The Institute of Civil Engineering
, Zbigniew Stachura (FCE / ICE)
Zbigniew Stachura,,
- The Institute of Civil Engineering
Journal seriesArchives of Civil Engineering, [Archiwum Inżynierii Lądowej], ISSN 1230-2945, (B 15 pkt)
Issue year2016
Vol62
No4
Pages35-72
Publication size in sheets1.85
Keywords in PolishFEM
Keywords in Englishbeam-column, flexural buckling resistance, imperfections, FEM modelinf
ASJC Classification2205 Civil and Structural Engineering
DOIDOI:10.1515/ace-2015-0108
Languageen angielski
Score (nominal)15
Score sourcejournalList
ScoreMinisterial score = 15.0, 23-10-2019, ArticleFromJournal
Ministerial score (2013-2016) = 15.0, 23-10-2019, ArticleFromJournal
Publication indicators Scopus Citations = 3; WoS Citations = 4; Scopus SNIP (Source Normalised Impact per Paper): 2016 = 0.623
Citation count*5 (2019-12-01)
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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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