M. A. Gizejowski
- Beam-Column In-Plane Resistance Based on the Concept of Equivalent Geometric Imperfections. Dans: Archives of Civil Engineering, v. 62, n. 4 (décembre 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. Dans: Archives of Civil Engineering, v. 56, n. 1 (mars 2010). (2010):
- Out-of-plane buckling resistance of rolled steel H-section beam-columns under unequal end moments. Dans: Journal of Constructional Steel Research, v. 160 (septembre 2019). (2019):
- Buckling resistance of steel H-section beam–columns: In-plane buckling resistance. Dans: Journal of Constructional Steel Research, v. 157 (juin 2019). (2019):
- Stability design of semi-continuous steel frame structures. Dans: Journal of Constructional Steel Research, v. 46, n. 1-3 (avril 1998). (1998):
- Review of analysis methods for inelastic design of steel semi-continuous frames. Dans: Journal of Constructional Steel Research, v. 62, n. 1-2 (janvier 2006). (2006):
- An equivalent stiffness approach for modelling the behaviour of compression members according to Eurocode 3. Dans: Journal of Constructional Steel Research, v. 63, n. 1 (janvier 2007). (2007):