József Szalai
- (2019): Validation of simple superelement model of warping transfer in moment connections of portal frames. In: ce/papers, v. 3, n. 3-4 (September 2019).
- (2019): New stability design methodology through overall linear buckling analysis. In: ce/papers, v. 3, n. 3-4 (September 2019).
- (2019): Out‐of‐Plane Buckling Assessment of Frames through Overall Stability Design Method. In: ce/papers, v. 3, n. 3-4 (September 2019).
- (2005): A new residual stress distribution for hot-rolled I-shaped sections. In: Journal of Constructional Steel Research, v. 61, n. 6 (June 2005).
- (2009): On the probabilistic evaluation of the stability resistance of steel columns and beams. In: Journal of Constructional Steel Research, v. 65, n. 3 (March 2009).
- (2010): On the theoretical background of the generalization of Ayrton–Perry type resistance formulas. In: Journal of Constructional Steel Research, v. 66, n. 5 (May 2010).
- (2017): Complete generalization of the Ayrton-Perry formula for beam-column buckling problems. In: Engineering Structures, v. 153 (December 2017).
- (2014): DIN EN 1993-1-1-konforme integrierte Stabilitätsanalysen für 2D/3D-Stahlkonstruktionen (Teil 3). In: Stahlbau, v. 83, n. 5 (May 2014).
- (2014): DIN EN 1993-1-1-konforme integrierte Stabilitätsanalysen für 2D/3D-Stahlkonstruktionen (Teil 2). In: Stahlbau, v. 83, n. 2 (February 2014).
- (2012): Biege- und Biegedrillknicknachweise nach Eurocode 3 anhand von Berechnungen nach Theorie 2. Ordnung. In: Stahlbau, v. 81, n. 1 (January 2012).
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