Problems associated with the estimation of partial factors for structural systems, subsystems and buckling of individual elements are dealt with in this paper. Aspects related to resistance factors for the section resistance and member resistance are in particular referred to. The Eurocode’s approach of resistance partial factor calibration assisted by experimental data for subframe systems is also summarized.
9. Giżejowski M., Stachura Z.: On necessity of partial factors revision for design of steel structures, Inżynieria i Budownictwo, nr 9/2014, 516-523 [in Polish].
10. Simoes da Silva L., Simoes R., Gervasio H.: Design of Steel Structures, Eurocode 3: Design of steel structures, Part 1-1: General rules and rules for buildings. ECCS Eurocode Design Mauals, Ernst & Sohn, Berlin 2010.
11. Rebelo C., Lopes N., Simoes da Silva L., Netherot D., Vila Real P.M.M.: Statistical evaluation of the lateral-torsional buckling resistance of steel Ibeams. Part 1: Variability of the Eurocode 3 resistance model, Journal of Constructional Steel Research, 65, 4, 2009, 818-831.
12. Chacon R., Braun B., Kuhlmann U., Mirambell E.: Statistical evaluation of the new resistance model for steel plate girders subjected to patch loading. Steel Construction 5(1), Ernst & Sohn 2012, 10-15.