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
Consistent approach of equivalent geometric imperfections for the stability cases flexural and lateral torsional buckling considering steel grades up to S 700
Load-bearing behavior of high-strength concrete-filled double stub tube - columns in the event of earthquake loads
Realistic fatigue life prediction
Prediction models for the service life and further operation of wind turbines
Hybrid Fire Simulation for the performance assessment of large-scale structures
Effect of realistic boundary conditions and structural systems on the stability behaviour of steel structures
Advanced modeling of time- and rate-dependent effects on steel structures in fire
