| Rules for member stability in EN 1993-1-1: Background documentation and design guidelines N Boissonnade, R Greiner, JP Jaspart, J Lindner Publ. N° 119, 2006 | 124 | 2006 |
| The continuous strength method for the design of hot-rolled steel cross-sections X Yun, L Gardner, N Boissonnade Engineering Structures 157, 179-191, 2018 | 97 | 2018 |
| New interaction formulae for beam-columns in Eurocode 3: The French–Belgian approach N Boissonnade, JP Jaspart, JP Muzeau, M Villette Journal of Constructional Steel Research 60 (3-5), 421-431, 2004 | 96 | 2004 |
| Improvement of the interaction formulae for beam columns in Eurocode 3 N Boissonnade, JP Jaspart, JP Muzeau, M Villette Computers & structures 80 (27-30), 2375-2385, 2002 | 73 | 2002 |
| Influence of imperfections in FEM modeling of lateral torsional buckling N Boissonnade, H Somja Proceedings of the Annual Stability Conference, 18-21, 2012 | 72 | 2012 |
| Lateral torsional buckling of cellular steel beams J Nseir, M Lo, D Sonck, H Somja, O Vassart, N Boissonnade Proceedings of the Annual Stability Conference Structural Stability Research …, 2012 | 65 | 2012 |
| An Overall Interaction Concept for an alternative approach to steel members design N Boissonnade, M Hayeck, E Saloumi, J Nseir Journal of Constructional Steel Research 135, 199-212, 2017 | 52 | 2017 |
| Rules for member stability in EN 1993-1-1 N Boissonnade, R Greiner, JP Jaspart, J Lindner Background documentation and design guidelines, ECCS, 2006 | 49 | 2006 |
| Ultimate capacity of I-sections under combined loading–Part 2: Parametric studies and CSM design X Yun, L Gardner, N Boissonnade Journal of Constructional Steel Research 148, 265-274, 2018 | 42 | 2018 |
| Ultimate capacity of I-sections under combined loading–Part 1: Experiments and FE model validation X Yun, L Gardner, N Boissonnade Journal of Constructional Steel Research 147, 408-421, 2018 | 41 | 2018 |
| Design of cellular beams against lateral torsional buckling N Boissonnade, J Nseir, M Lo, H Somja Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2014 | 37 | 2014 |
| SEMI-COMP: plastic member capacity of semi-compact steel sections–a more economic design R Greiner, M Kettler, A Lechner, B Freytag, J Linder, JP Jaspart, ... European Commission, Research Fund for Coal and Steel, Luxembourg: Office …, 2009 | 36 | 2009 |
| Analytical study of the interaction between bending and axial force in bolted joints F Cerfontaine, JP Jaspart Third European Conference on Steel Structures (EUROSTEEL), 2002 | 36 | 2002 |
| Recommendations on the geometrical imperfections definition for the resistance of I-sections L Gérard, L Li, M Kettler, N Boissonnade Journal of Constructional Steel Research 162, 105716, 2019 | 30 | 2019 |
| Instabilities of cellular members loaded in bending or compression D Sonck, N Boissonnade, R Van Impe Proceedings of the Structural Stability Research Council Annual Stability …, 2012 | 24 | 2012 |
| The interaction formulae for beam-columns: A new step of yet long story R Maquoi, N Boissonnade, JP Muzeau, JP Jaspart, M Villette SSRC Annual Technical Session and Meeting, 2001 | 24 | 2001 |
| Experimental characterization of steel tubular beam-columns resistance by means of the Overall Interaction Concept M Hayeck, J Nseir, E Saloumi, N Boissonnade Thin-Walled Structures 128, 92-107, 2018 | 21 | 2018 |
| Local/global coupled instabilities of slender I-sections under compression L Li, N Boissonnade Thin-Walled Structures 172, 108842, 2022 | 17 | 2022 |
| The Overall Interaction Concept for the design of hot-rolled and welded I-sections under combined loading L Li, L Gérard, M Kettler, N Boissonnade Thin-Walled Structures 172, 108623, 2022 | 17 | 2022 |
| Steel I-sections resistance under compression or bending by the Overall Interaction Concept L Gérard, L Li, M Kettler, N Boissonnade Journal of Constructional Steel Research 182, 106644, 2021 | 17 | 2021 |
Delphine SonckPhD, R&D Engineer at BuildSoft在 BuildSoft.eu 的电子邮件经过验证
