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
Prediction models for the service life and further operation of wind turbines
Strucutral behaviour of steel members in combined loading including scheduled torsion
System dependent structural behaviour of steel members under compression and bending