Open AccessPartial resistance factors of class 4 steel elements
Author(s) -
M. Giżejowski,
Z. Stachura
Publication year - 2014
Publication title -
budownictwo i architektura
Language(s) - English
Resource type - Journals
eISSN - 1899-0665
pISSN - 2544-3275
DOI - 10.35784/bud-arch.1824
Subject(s) - buckling , bending , structural engineering , instability , class (philosophy) , resistance (ecology) , reduction (mathematics) , compression (physics) , stability (learning theory) , materials science , mathematics , engineering , composite material , computer science , mechanics , physics , geometry , ecology , artificial intelligence , biology , machine learning
Problems related to partial resistance factors of class 4 steel elements are dealt with. Detailed procedures for the calculation of local stability resistance reduction factors are presented. Local instability approaches are utilized for the resistance assessment of elements subjected to buckling in compression and lateral buckling in bending.