Concrete-filled steel hollow section columns for building construction - innovation and design
Material properties for the cooling phase of natural fire conditions
Steel member in compression and bending - consistent verifications in case of fire
The simplified method of the equivalent compression flange – consistent verification for welded beams at ambient and elevated temperatures
Consistent approach of equivalent geometric imperfections for the stability cases flexural and lateral torsional buckling considering steel grades up to S 700
Hybrid Fire Simulation for the performance assessment of large-scale structures
Strucutral behaviour of steel members in combined loading including scheduled torsion
System dependent structural behaviour of steel members under compression and bending
