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M.D. Gajewski
M.A. Giżejowski
R.B. Szczerba
Minimum value approach for modelling of the buckling resistance of welded I-section high strength steel columns
Archives of Civil Engineering; 3 (2019) 113–126. doi: 10.2478/ace-2019-0050
buckling curve
welded I-sections
high strength steel
FEM modelling
2019-12-06T12:07:24+01:00
Microsoft® Office Word 2007
2020-01-31T10:04:09+01:00
2020-01-31T10:04:09+01:00
Acrobat Distiller 9.5.5 (Windows)
buckling curve; welded I-sections; high strength steel; FEM modelling
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