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  1. Minimum Value Approach for Modelling of the Buckling Resistance of Welded I-Section High Strength Steel Columns
  2. Marchant - Rankine’s - Murzewski approach for modelling of the buckling resistance of welded I-section columns
  3. A Consistent Ayrton-Perry Approach for the Flexural-Torsional Buckling Resistance Evaluation of Steel I-Section Members
  4. Beam-Column In-Plane Resistance Based on the Concept of Equivalent Geometric Imperfections
  5. Partial Factors in Modelling of Steel Structures Reliability According to Eurocodes / Współczynniki Częściowe W Eurokodowym Modelu Niezawodności Konstrukcji Stalowych