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