References
- STN EN 1993-1-1 (2006) Eurocode 3 Design of steel structures. Part 1-1: General rules and rules for buildings, clause 5.3.2 (11) Imperfections for global analysis of frames, SÚTN, pp. 33–36.
- STN EN 1993-2 (2003) Eurocode 3 Design of steel structures. Part 2: Steel bridges. Annex D: Buckling lengths of members in bridges and assumptions for geometrical imperfections, D.3: Arched bridges. SÚTN, pp. 96–100.
- Chladný E. – Štujberová M. (2013)The equivalent unique global and local imperfection in the shape of the elastic critical buckling mode for the verification of the buckling resistance of compressed members and frame structures using second order analysis, A two-part article. Stahlbau (in print), Oct.-Nov..
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