Zbigniew Stachura 
- (2017): A Consistent Ayrton-Perry Approach for the Flexural-Torsional Buckling Resistance Evaluation of Steel I-Section Members. In: Civil and Environmental Engineering Reports, v. 25, n. 2 (Juni 2017).
- (2015): Partial Factors in Modelling of Steel Structures Reliability According to Eurocodes / Współczynniki Częściowe W Eurokodowym Modelu Niezawodności Konstrukcji Stalowych. In: Civil and Environmental Engineering Reports, v. 16, n. 1 (März 2015).
- (2021): Experimental investigations of the flexural‐torsional buckling resistance: Steel rolled I‐section beam‐columns under moment gradient. In: ce/papers, v. 4, n. 2-4 (September 2021).
- (2014): Partial resistance factors of class 4 steel elements. In: Budownictwo i Architektura, v. 13, n. 3 (September 2014).
- (2013): Partial factors for cross-section resistance of elements in steel structures. In: Budownictwo i Architektura, v. 12, n. 2 (Juni 2013).
- (2019): Buckling Resistance Criteria of Prismatic Beams Under Biaxial Moment Gradient. In: International Journal of Steel Structures, v. 19, n. 2 ( 2019).
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