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 IIB
Marian Giżejowski,,
- The Institute of Civil Engineering
, Radosław Szczerba WIL
Radosław Szczerba,,
- Faculty of Civil Engineering
, Marcin Daniel Gajewski IIB
Marcin Daniel Gajewski,,
- The Institute of Civil Engineering
, Zbigniew Stachura IIB
Zbigniew Stachura,,
- The Institute of Civil Engineering
Journal seriesArchives of Civil Engineering, ISSN 1230-2945
Issue year2016
Vol62
No4
Pages35-72
Publication size in sheets1.85
Keywords in PolishFEM
Keywords in Englishbeam-column, flexural buckling resistance, imperfections, FEM modelinf
DOIDOI:10.1515/ace-2015-0108
Languageen angielski
Score (nominal)15
ScoreMinisterial score = 15.0, 28-11-2017, ArticleFromJournal
Ministerial score (2013-2016) = 15.0, 28-11-2017, ArticleFromJournal
Citation count*1 (2018-06-18)
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