Tom Molkens
- Linear elastic mode-based reliability approach for single-bay portal frames. In: Structures, v. 34 (Dezember 2021). (2021):
- Post‐fire behaviour of structural stainless steel. In: ce/papers, v. 4, n. 2-4 (September 2021). (2021):
- Reliability-based structural response of single-bay steel frames in case of fire and in post-fire conditions. In: Structural Safety, v. 93 (November 2021). (2021):
- Performance of structural stainless steel following a fire. In: Engineering Structures, v. 235 (Mai 2021). (2021):
- On the fire behaviour of modular floors designed with optimised cold-formed steel joists. In: Structures, v. 30 (April 2021). (2021):
- Post-fire mechanical properties of carbon steel and safety factors for the reinstatement of steel structures. In: Engineering Structures, v. 234 (Mai 2021). (2021):
- Shear resistance of headed shear studs welded on welded plates in composite floors. In: Engineering Structures, v. 197 (Oktober 2019). (2019):
- Simplified Bending Capacity Formulation Based on the Continuous Strength Method. In: ce/papers, v. 3, n. 3-4 (September 2019). (2019):
- Shear buckling of stainless steel plate girders with non-rigid end posts. In: Journal of Constructional Steel Research, v. 172 (September 2020). (2020):
- Assessment of damage and residual load bearing capacity of a concrete slab after fire: Applied reliability-based methodology. In: Engineering Structures, v. 150 (November 2017). (2017):
- FDS Versus En-Models: A Comparison between the Heskestad Model from EN and CFD Results. In: Journal of Structural Fire Engineering, v. 6, n. 3 (September 2015). (2015):