| Pressure–impulse diagram of a beam developing non-linear membrane action under blast loading L Hamra, JF Demonceau, V Denoël International Journal of Impact Engineering 86, 188-205, 2015 | 27 | 2015 |
| Determination of loading scenarios on buildings due to column damage CC Segura, L Hamra, M D'Antimo, JF Demonceau, M Feldmann Structures 12, 1-12, 2017 | 14 | 2017 |
| Principal static wind loads on a large roof structure N Blaise, L Hamra, V Denoël XII Convegno Nazionale di Ingegneria del Vento, 2012 | 10 | 2012 |
| Pressure-impulse diagram of a beam under explosion-Influence of the indirectly affected part L Hamra, JF Demonceau, V Denoël EUROSTEEL 2014, 2014 | 2 | 2014 |
| Development and analysis of low-order models of frame structures under blast loads L Hamra ULiège-Université de Liège, 2016 | 1 | 2016 |
| Simplified equivalent static approach and results for deriving structural requirements-Deliverables D. 11 and D. 12-Robustimpact JF Demonceau, M D'Antimo, C Huvelle, L Hamra, VL Hoang, JP Jaspart, ... RFCS, 2016 | 1 | 2016 |
| Analytical procedure to derive PI diagram of a beam under explosion L Hamra, JF Demonceau, V Denoël IABSE Workshop-Safety, Robustness and Condition Assessments of Structures, 2015 | | 2015 |
| Simplification du chargement aérodynamique sur une toiture de stade L Hamra ULiège-Université de Liège, 2012 | | 2012 |
| PRESSURE-IMPULSE DIAGRAM OF A BEAM UNDER EXPLOSION L Hamra, JF Demonceau, V Denoël | | |
