M. A. Gizejowski
- Beam-Column In-Plane Resistance Based on the Concept of Equivalent Geometric Imperfections. In: Archives of Civil Engineering, v. 62, n. 4 (December 2016). (2016):
- Finite Element Modelling of the Behaviour of a Certain Class of Composite Steel-Concrete Beam-To-Column Joints / Skonczenie-Elementowe Modelowanie Zachowania Sie Pewnej Klasy Wezłów Zespolonych Stalowo-Betonowych W Połaczeniach Rygli Ze Słupami. In: Archives of Civil Engineering, v. 56, n. 1 (March 2010). (2010):
- Out-of-plane buckling resistance of rolled steel H-section beam-columns under unequal end moments. In: Journal of Constructional Steel Research, v. 160 (September 2019). (2019):
- Buckling resistance of steel H-section beam–columns: In-plane buckling resistance. In: Journal of Constructional Steel Research, v. 157 (June 2019). (2019):
- Stability design of semi-continuous steel frame structures. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998). (1998):
- Review of analysis methods for inelastic design of steel semi-continuous frames. In: Journal of Constructional Steel Research, v. 62, n. 1-2 (January 2006). (2006):
- An equivalent stiffness approach for modelling the behaviour of compression members according to Eurocode 3. In: Journal of Constructional Steel Research, v. 63, n. 1 (January 2007). (2007):