  | Bezas, M.-Z., Antonodimitraki, S., Beyer, A., Van Wittenberghe, J., Anwaar, M.-O., Maesschalck, J., Jaspart, J.-P., & Demonceau, J.-F. (December 2023). Buckling resistance of star-battened angle members made of high-strength steel. Structures, 58, 105274. doi:10.1016/j.istruc.2023.105274  Peer Reviewed verified by ORBi |
 | D'Aniello, M., Tartaglia, R., Landolfo, R., Jaspart, J.-P., & Demonceau, J.-F. (15 September 2023). Seismic pre-qualification tests of EC8-compliant external extended stiffened end-plate beam-to-column joints. Engineering Structures, 291. doi:10.1016/j.engstruct.2023.116386 Peer Reviewed verified by ORBi |
 | Bezas, M.-Z., Antonodimitraki, S., Beyer, A., Anwaar, M. O., Maesschalck, J., Jaspart, J.-P., & Demonceau, J.-F. (September 2023). Load carrying capacity of star‐battened angle members made of S460 steel in compression. ce/papers, 6 (3-4), 1133-1138. doi:10.1002/cepa.2503 Peer reviewed |
 | Vermeylen, M., Bezas, M.-Z., Crispin, M., Jaspart, J.-P., & Demonceau, J.-F. (September 2023). Lateral‐torsional buckling of beams made of mono‐symmetrical thin‐walled sections. ce/papers, 6 (3-4), 1649-1654. doi:10.1002/cepa.2358 Peer reviewed |
 | Corman, A., Jaspart, J.-P., & Demonceau, J.-F. (September 2023). New analytical approach for predicting the plastic shear resistance of the panel zone in steel joints. ce/papers, 6 (3-4), 1524-1532. doi:10.1002/cepa.2269 Peer reviewed |
 | Saufnay, L., Beyer, A., Jaspart, J.-P., & Demonceau, J.-F. (April 2023). Experimental and Numerical Investigations on Closely Spaced Built-Up Angle Members. Journal of Structural Engineering, 149 (4). doi:10.1061/jsendh.steng-11642 Peer reviewed |
 | Golea, T., Corman, A., Mathieu, J., Duchêne, Y., Jaspart, J.-P., & Demonceau, J.-F. (February 2023). An innovative mechanical model for structural steel joints. Engineering Structures, 277. doi:10.1016/j.engstruct.2022.115459 Peer Reviewed verified by ORBi |
 | Jaspart, J.-P., Corman, A., & Demonceau, J.-F. (November 2022). Characterization of unstiffened column webs in transverse compression in steel beam-to-column joints. Thin-Walled Structures, 180 (109848). doi:10.1016/j.tws.2022.109848 Peer Reviewed verified by ORBi |
 | Golea, T., Jaspart, J.-P., & Demonceau, J.-F. (September 2022). Characterisation of the behaviour of beam-to-column steel joints up to failure. Advanced Steel Construction, 18. doi:10.18057/ijasc.2022.18.3.5 Peer Reviewed verified by ORBi |
 | Bezas, M.-Z., Jaspart, J.-P., Vayas, I., & Demonceau, J.-F. (September 2022). New Consistent Set of Design Equations for Equal‐leg Angle Sections and Members. ce/papers, 5 (4), 874-881. doi:10.1002/cepa.1830 Peer reviewed |
 | Bezas, M.-Z., Jaspart, J.-P., Vayas, I., & Demonceau, J.-F. (February 2022). Design recommendations for the stability of transmission steel lattice towers. Engineering Structures, 252 (C), 113603. doi:10.1016/j.engstruct.2021.113603 Peer Reviewed verified by ORBi |
 | Bezas, M.-Z., Demonceau, J.-F., Vayas, I., & Jaspart, J.-P. (February 2022). Design rules for equal-leg angle members subjected to compression and bending. Journal of Constructional Steel Research, 189, 107092. doi:10.1016/j.jcsr.2021.107092 Peer Reviewed verified by ORBi |
 | Corman, A., Demonceau, J.-F., & Jaspart, J.-P. (February 2022). Analytical model for the panel zone resistance in welded steel beam-to-column joints. Journal of Constructional Steel Research, 189 (107099). doi:10.1016/j.jcsr.2021.107099 Peer Reviewed verified by ORBi |
 | Corman, A., Demonceau, J.-F., & Jaspart, J.-P. (2022). Characterization of the panel zone shear behaviour in steel beam-to-column joints. Steel Construction. doi:10.1002/stco.202100052 Peer Reviewed verified by ORBi |
 | Geuzaine, M., Demonceau, J.-F., Jaspart, J.-P., & Denoël, V. (2022). Influence of a small flexibility of connections on the elastic structural response of frames. Journal of Structural Engineering, 148 (5). doi:10.1061/(ASCE)ST.1943-541X.0003303 Peer reviewed |
  | Mudrov, A., Jaspart, J.-P., Corman, A., & Šapalas, A. (06 October 2021). Analytical model for the prediction of the elastic response of curved t-stubs. Journal of Civil Engineering and Management, 27 (7), 515 - 524. doi:10.3846/jcem.2021.15206 Peer Reviewed verified by ORBi |
 | Bezas, M.-Z., Demonceau, J.-F., Vayas, I., & Jaspart, J.-P. (October 2021). Classification and cross-section resistance of equal-leg rolled angle profiles. Journal of Constructional Steel Research, 185, 106842. doi:10.1016/j.jcsr.2021.106842 Peer Reviewed verified by ORBi |
 | Bezas, M.-Z., Demonceau, J.-F., Vayas, I., & Jaspart, J.-P. (01 September 2021). Compression Tests on Large Angle Columns in High Strength Steel. ce/papers, 4 (2-4), 1523-1529. doi:10.1002/cepa.1451 Peer reviewed |
 | Tibolt, M., Bezas, M.-Z., Vayas, I., & Jaspart, J.-P. (01 September 2021). The design of a steel lattice transmission tower in Central Europe. ce/papers, 4 (2-4), 243-248. doi:10.1002/cepa.1288 Peer reviewed |
 | Bezas, M.-Z., Demonceau, J.-F., Vayas, I., & Jaspart, J.-P. (February 2021). Experimental and numerical investigations on large angle high strength steel columnns. Thin-Walled Structures, 159. doi:10.1016/j.tws.2020.107287 Peer Reviewed verified by ORBi |
 | Bahaz, A., Amara, S., Jaspart, J.-P., & Demonceau, J.-F. (2021). NUMERICAL ANALYSIS AND EVALUATION OF EFFECTIVE SLAB WIDTH OF COMPOSITE CONTINUOUS BEAMS WITH SEMI-RIGID JOINT. Advanced Steel Construction, 17 (4), 331-339. doi:10.18057/IJASC.2021.17.4.1 Peer Reviewed verified by ORBi |
 | D'Antimo, M., Latour, M., Cavallaro, G. F., Jaspart, J.-P., Ramhormozian, S., & Demonceau, J.-F. (2020). Short- and long- term loss of preloading in slotted bolted connections. Journal of Constructional Steel Research, 167, 105956. doi:10.1016/j.jcsr.2020.105956 Peer Reviewed verified by ORBi |
 | Corman, A., Jaspart, J.-P., & Demonceau, J.-F. (09 August 2019). Resistance of the beam-to-column component "column web panel in shear". Steel Construction, 12 (3), 222-230. doi:10.1002/stco.201900020 Peer Reviewed verified by ORBi |
 | Demonceau, J.-F., Cerfontaine, F., & Jaspart, J.-P. (2019). Resistance of steel and composite connections under combined axial force and bending including group effects: analytical procedures and comparison with laboratory tests. Journal of Constructional Steel Research, 160. doi:10.1016/j.jcsr.2019.05.030 Peer Reviewed verified by ORBi |
 | Latour, M., Rizzano, G., D'Antimo, M., Demonceau, J.-F., & Jaspart, J.-P. (February 2018). Bearing strength of shear connections for tubular structures: An analytical approach. Thin-Walled Structures, 127, 180-199. doi:10.1016/j.tws.2018.01.043 Peer Reviewed verified by ORBi |
 | D'Antimo, M., Latour, M., Rizzano, G., Demonceau, J.-F., & Jaspart, J.-P. (2018). Preliminary Study on Beam-To-Column Joints Under Impact Loading. The Open Construction and BuildingTechnology Journal, 12, 112-123. doi:10.2174/1874836801812010112 Peer reviewed |
 | Bucmys, Z., Daniunas, A., Jaspart, J.-P., & Demonceau, J.-F. (2018). A component method for cold-formed steel beam-to-column bolted gusset plate joints. Thin-Walled Structures, 123, 520-527. doi:10.1016/j.tws.2016.10.022 Peer Reviewed verified by ORBi |
 | Bianca Francavilla, A., Latour, M., Rizzano, G., Jaspart, J.-P., & Demonceau, J.-F. (2018). On the robustness of earthquake-resistant moment-resistant frames: influence of innovative beam-to-column joints. Open Construction and Building Technology Journal, 12. doi:10.2174/1874836801812010101 Peer reviewed |
 | D'Antimo, M., Zimbru, M., D'Aniello, M., Demonceau, J.-F., Jaspart, J.-P., & Landolfo, R. (2018). Preliminary Finite Element Analyses on Seismic Resistant FREE from DAMage Beam to Column Joints under Impact Loading. Key Engineering Materials, 763, 592-599. doi:10.4028/www.scientific.net/KEM.763.592 Peer Reviewed verified by ORBi |
 | D'Antimo, M., Demonceau, J.-F., Jaspart, J.-P., Latour, M., & Rizzano, G. (November 2017). Experimental and theoretical analysis of shear bolted connections for tubular structures. Journal of Constructional Steel Research, 138, 264-282. doi:10.1016/j.jcsr.2017.07.015 Peer Reviewed verified by ORBi |
 | Ihaddoudène, A. N. T., Saidani, M., & Jaspart, J.-P. (2017). Mechanical model for determining the critical load of plane frames with semi-rigid joints subjected to static loads. Engineering Structures, 145, 109-117. doi:10.1016/j.engstruct.2017.05.005 Peer Reviewed verified by ORBi |
 | Demonceau, J.-F., Comeliau, L., Hoang, V. L., & Jaspart, J.-P. (2017). How can a steel structure survive to impact loading? Numerical and analytical investigations. Open Civil Engineering Journal, 11. doi:10.2174/1874149501711010434 Peer reviewed |
 | Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (November 2016). Use of long bolts for beam-to-concrete-filled rectangular hollow section column joints in seismic-resistant frames. Steel Construction, 9 (4), 305-314. doi:10.1002/stco.201610037 Peer Reviewed verified by ORBi |
 | Haremza, C., Santiago, A., Demonceau, J.-F., Jaspart, J.-P., & Simoes da Silva, L. (2016). Composite joints under M-N at elevated temperatures. Journal of Constructional Steel Research, 124, 173-186. doi:10.1016/j.jcsr.2016.05.012 Peer Reviewed verified by ORBi |
 | Hoang, V. L., Nguyen, D.-H., Jaspart, J.-P., & Demonceau, J.-F. (December 2015). An overview of the plastic‑hinge analysis of 3D steel frames. Asia Pacific Journal on Computational Engineering, 2:4. Peer Reviewed verified by ORBi |
 | Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (June 2015). Extended end-plate to concrete- filled rectangular column joint using long bolts. Journal of Constructional Steel Research, 113. doi:10.1016/j.jcsr.2015.06.001 Peer Reviewed verified by ORBi |
 | Hoang, V. L., Jaspart, J.-P., Tran Xuan-Hoang, & Demonceau, J.-F. (2015). Elastic behaviour of bolted connection between cylindrical steel structure and concrete foundation. Journal of Constructional Steel Research, 115. doi:10.1016/j.jcsr.2015.08.024 Peer Reviewed verified by ORBi |
 | Huvelle, C., Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (2015). Complete analytical procedure to assess the response of a frame submitted to a column loss. Engineering Structures, 86, 33-42. doi:10.1016/j.engstruct.2014.12.018 Peer Reviewed verified by ORBi |
 | Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (2014). Hammer head beam solution for beam-to-column joints in seismic resistant building frames. Journal of Constructional Steel Research. doi:10.1016/j.jcsr.2014.08.001 Peer Reviewed verified by ORBi |
 | Hoang, V. L., Demonceau, J.-F., & Jaspart, J.-P. (2014). Resistance of through-plate component in beam-to-column joints with circular hollow columns. Journal of Constructional Steel Research, 92. doi:10.1016/j.jcsr.2013.10.001 Peer Reviewed verified by ORBi |
 | Henriques, J., Jaspart, J.-P., & simoës da Silva, L. (2014). Ductility requirements for the design of bolted lap shear connections in bearing. Advanced Steel Construction, 10 (1), 427-446. Peer Reviewed verified by ORBi |
 | Hoang, V. L., Demonceau, J.-F., & Jaspart, J.-P. (September 2013). Proposal of a simplified analytical approach for the characterisation of the end-plate component in circular tube connection. Journal of Constructional Steel Research, 90. doi:10.1016/j.jcsr.2013.07.031 Peer Reviewed verified by ORBi |
 | Demonceau, J.-F., & Jaspart, J.-P. (2013). A NEW SIMPLIFIED ANALYTICAL DESIGN METHOD FOR STEEL AND COMPOSITE SWAY FRAMES. Journal of Constructional Steel Research. doi:10.1016/j.jcsr.2013.01.006 Peer Reviewed verified by ORBi |
 | Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (March 2013). Behaviour of bolted flange joints in tubular structures under monotonic, repeated and fatigue loadings I: Experimental tests. Journal of Constructional Steel Research, 85. doi:10.1016/j.jcsr.2013.02.011 Peer Reviewed verified by ORBi |
 | Amara, S., Zaidi, A., Lamara, M., & Jaspart, J.-P. (December 2012). Analytical model for the evaluation of torsional connection restraints of steel beams in bending. Revue des SCiences et Sciences de l'Ingénieur, 02 (1), 32-40. Peer reviewed |
 | Demonceau, J.-F., Coméliau, L., & Jaspart, J.-P. (August 2011). Robustness of building structures - recent developments and adopted strategy. Steel Construction, 4/2011, 166-170. Peer Reviewed verified by ORBi |
 | Demonceau, J.-F., & Jaspart, J.-P. (September 2010). Experimental test simulating a column loss in a composite frame. Advanced Steel Construction, 6 (Number 3), 891-913. Peer Reviewed verified by ORBi |
 | Kuhlmann, U., Rölle, L., Jaspart, J.-P., & Demonceau, J.-F. (August 2010). Anforderungen an Stahl- und Verbundknoten bei Stützenausfall in einem Rahmentragwerk. Stahlbau, 8 (August 2010), 565-579. doi:10.1002/stab.201001352 Peer Reviewed verified by ORBi |
 | Rossi, B., Jaspart, J.-P., & Rasmussen, K. J. R. (April 2010). Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Design. Journal of Structural Engineering, 136 (4), 361-369. doi:10.1061/(ASCE)ST.1943-541X.0000147 Peer reviewed |
 | Rossi, B., Jaspart, J.-P., & Rasmussen, K. J. R. (April 2010). Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Experimental investigations. Journal of Structural Engineering, 136 (4), 354-360. doi:10.1061/(ASCE)ST.1943-541X.0000130 Peer reviewed |
 | Demonceau, J.-F., Hanus, F., Jaspart, J.-P., & Franssen, J.-M. (December 2009). Behaviour of single sided composite joints at room temperature and in case of fire after an earthquake. International Journal of Steel Structures, 9 (4), 329-342. Peer reviewed |
 | Odenbreit, C., Hahn, C., & Jaspart, J.-P. (January 2009). Untersuchungen über das Traag-und Dehnungs-Verhalten des Betongurtes bei Verbundanschlüssen. Stahlbau, 78.Jahrgang (Heft 1), 35-41. doi:10.1002/stab.200910004 Peer Reviewed verified by ORBi |
 | Amara, S., Kerdal, D. E., & Jaspart, J.-P. (2008). Effect of end connection restraints on the stability of steel beams in bending. Advanced Steel Construction, 243-259. Peer Reviewed verified by ORBi |
 | Boissonnade, N., Jaspart, J.-P., Haller, M., Cajot, L. G., & Weynand, K. (April 2008). Entwicklung eines allgemeinen Verfahrens für den Biegedrillknocknachweis von Verbundträgern im Bauzustand. Stahlbau, 77 (Heft 4), 284-295. doi:10.1002/stab.200810040 Peer Reviewed verified by ORBi |
 | Jaspart, J.-P., & Demonceau, J.-F. (2008). European design recommendations for simple joints in steel structures. Journal of Constructional Steel Research, 64 (7-8), 822-832. doi:10.1016/j.jcsr.2008.01.039 Peer Reviewed verified by ORBi |
 | Wald, F., Sokol, Z., Steenhuis, C. M., & Jaspart, J.-P. (2008). Component method for steel column base plates. Heron, 53 (1/2). Peer reviewed |
 | Titoum, M., Tehami, M., Achour, B., & Jaspart, J.-P. (2008). Analysis of Semi-Continuous Composite Beams with Partial Shear Connection Using 2-D Finite Element Approach. Asian Journal of Applied Sciences, 1 (3), 185-205. doi:10.3923/ajaps.2008.185.205 Peer Reviewed verified by ORBi |
 | Wald, F., Sokil, Z., & Jaspart, J.-P. (2008). Base plate in bending and anchor bolts in tension. Heron, 53 (1/2). Peer reviewed |
 | Demonceau, J.-F., Jaspart, J.-P., Klinkhammer, R., Weynand, K., Labory, F., & Cajot, L.-G. (2008). Recent developments on composite connections. Steel Construction, 1, 71-76. Peer Reviewed verified by ORBi |
 | Jaspart, J.-P., Wald, F., Weynand, K., & Gresnigt, A. M. (2008). Steel column base classification. Heron, 53 (1/2). Peer reviewed |
 | Demonceau, J.-F., Jaspart, J.-P., & Maquoi, R. (June 2005). Design of composite sway building frames for global instability. Journal of Engineering Mechanics, 131 (6), 641-653. doi:10.1061/(ASCE)0733-9399(2005)131:6(641) Peer Reviewed verified by ORBi |
 | Pietrapertosa, C., Habraken, A., & Jaspart, J.-P. (2005). Modélisation du comportement (clinchage des tôles minces). Techniques de l'ingénieur, 4 (BM 7 820), 1-8. Peer reviewed |
 | Demonceau, J.-F., & Jaspart, J.-P. (2004). Recent investigations on composite sway frames. Journal of Civil Engineering and Management, X (1), 15-23. doi:10.1080/13923730.2004.9636281 Peer Reviewed verified by ORBi |
 | Braham, M., & Jaspart, J.-P. (2004). Is it safe to design a building structure with simple joints, when they are known to exhibit a semi-rigid behaviour? Journal of Constructional Steel Research, 60 (3-5, MAR-MAY), 713-723. doi:10.1016/S0143-974X(03)00138-X Peer Reviewed verified by ORBi |
 | Boissonnade, N., Jaspart, J.-P., Muzeau, J. P., & Villette, M. (2004). New interaction formulae for beam-columns in Eurocode 3: The French-Belgian approach. Journal of Constructional Steel Research, 60 (3-5, MAR-MAY), 421-431. doi:10.1016/S0143-974X(03)00121-4 Peer Reviewed verified by ORBi |
 | Boissonnade, N., Jaspart, J.-P., Muzeau, J. P., & Villette, M. (November 2002). Improvement of the interaction formulae for beam columns in Eurocode 3. Computers and Structures, 80 (27-30), 2375-2385. doi:10.1016/S0045-7949(02)00238-9 Peer Reviewed verified by ORBi |
 | Bortolotti, E., Jaspart, J.-P., Pietrapertosa, C., Nicaud, G., Petitjean, P. D., & Grimault, J. P. (2002). Essais et modélisations d'assemblages soudés entre tubes elliptiques. Revue de Métallurgie, 64-65. Peer reviewed |
 | Jaspart, J.-P. (2002). Design of structural joints in building frames. Progress in Structural Engineering and Materials, 4 (1), 18-34. Peer reviewed |
 | Maquoi, R., & Jaspart, J.-P. (2002). A simple approach for the design of steel and composite sway building frames. Steel Structures, 2 (n°1), 1-11. Peer reviewed |
 | Jaspart, J.-P. (2000). General report - Session on connections. Journal of Constructional Steel Research, 55, 69-89. doi:10.1016/S0143-974X(99)00078-4 Peer Reviewed verified by ORBi |
 | Wald, F., Jaspart, J.-P., sokol, Z., & Brown, D. (2000). Base Plate in Bending and Anchor Bolts in Tension. Journal of Constructional Steel Research. Peer Reviewed verified by ORBi |
 | Braham, M., Cerfontaine, F., & Jaspart, J.-P. (1999). Calcul et conception économique des assemblages de profilés reconstitués soudés. Construction Métallique, (N°1), 5-24. Peer reviewed |
 | Bursi, O., & Jaspart, J.-P. (1998). Basic issues in the finite element simulation of extended endplate connections. Computers and Structures, 69, 361-382. doi:10.1016/S0045-7949(98)00136-9 Peer Reviewed verified by ORBi |
 | Jaspart, J.-P., & Vandegans, D. (1998). Application of the component method to column bases. Journal of Constructional Steel Research, 48, 89-106. doi:10.1016/S0143-974X(98)90196-1 Peer Reviewed verified by ORBi |
 | Bursi, O., & Jaspart, J.-P. (1997). Calibration of a finite element model for bolted endplate steel connections. Journal of Constructional Steel Research, 44 (No 3), 225-262. doi:10.1016/S0143-974X(97)00056-4 Peer Reviewed verified by ORBi |
 | Jaspart, J.-P., & Vandegans, D. (1997). Application de la méthode des composantes aux pieds de poteaux. Première partie: Expérimentation et développement d'un modèle de calcul de résistance. Construction Métallique, n°2, 3-17. Peer reviewed |
 | Bursi, O., & Jaspart, J.-P. (1997). Benchmarks for finite element modelling of bolted steel connections. Journal of Constructional Steel Research, 43 (Nos 1-3). doi:10.1016/S0143-974X(97)00031-X Peer Reviewed verified by ORBi |
 | Jaspart, J.-P., & Vandegans, D. (1997). Application de la méthode des composantes aux pieds de poteaux. Seconde partie: Développement d'un modèle mécanique de caractérisation. Construction Métallique, N°3, 3-13. Peer reviewed |
Anderson, D., Colson, A., & Jaspart, J.-P. (1995). Connections and frame design for economy. Costruzioni Metalliche, n°4, 25-33. Peer reviewed |
 | Anderson, D., Colson, A., & Jaspart, J.-P. (1994). Calcul d'ossatures et Assembleges : Considération Economiques. Constructions Métalliques, (1). Peer reviewed |
 | Anderson, D., Colson, A., & Jaspart, J.-P. (1994). Connection and frame design for economy. Bouwen met Staal : Kwartaaltijdschrift Gewijd aan Staal en Staalconstructies, n°117, 34-38. Peer reviewed |
Anderson, D., Colson, A., & Jaspart, J.-P. (1993). Connection and frames design for economy. Rakennustekniikka, 3/93, 7-10. Peer reviewed |
 | Anderson, D., Colson, A., & Jaspart, J.-P. (1993). Connection and frame design for economy. Construction Métallique, n°1, 45-52. Peer reviewed |
Jaspart, J.-P., & Maquoi, R. (1993). El analisis estructural semi-rigido: definicion, camp y mood de applicacion. Construcciones Metalicas y Caldereria, 28, 5-16. Peer reviewed |
 | Jaspart, J.-P., Briquet, C., & Maquoi, R. (1993). Etude comparative des diverses formules d'interaction des barres comprimées fléchées. Construction Métallique. Peer reviewed |
Anderson, D., Colson, A., & Jaspart, J.-P. (1993). Connection and frame design for economy. New Steel Construction, 1 (N°6), 30-33. Peer reviewed |
Jaspart, J.-P., Briquet, C., & Maquoi, R. (1993). Etude comparative des formules d'interaction poutre-poteau. Construction Métallique, n°4, 13-21. Peer reviewed |
Anderson, D., Colson, A., & Jaspart, J.-P. (1993). Connection and frame design for economy. Stavební Obzor, 10, 287-294. Peer reviewed |
Jaspart, J.-P., & Maquoi, R. (1992). L'analyse structurale semi-rigide: définition, domaine et mode d'application. Infrastructuur in het Leefmilieu, n°5/92, 335-348. Peer reviewed |
 | Altmann, R., Maquoi, R., & Jaspart, J.-P. (1991). Experimental study of the non-linear behaviour of beam-to-column composite joints. Journal of Constructional Steel Research, 18, 45-54. doi:10.1016/0143-974X(91)90052-3 Peer Reviewed verified by ORBi |
 | Jaspart, J.-P., & Maquoi, R. (1990). Guidelines for the design of braced frames with semi-rigid connections. Journal of Constructional Steel Research, 16, 319-328. doi:10.1016/0143-974X(90)90033-D Peer Reviewed verified by ORBi |
 | Jaspart, J.-P., & De Ville De Goyet, V. (June 1988). Etude expérimentale et numérique du comportement des structures composées de barres à assemblages semi-rigides. Construction Métallique, N°2, 31-49. Peer reviewed |
Maquoi, R., & Jaspart, J.-P. (1988). Mathematical modelling of semi-rigid joints in steel structures. Inzenyrski Stavby 2, 86-91. Peer reviewed |
Jaspart, J.-P. (1988). Extending of the Merchant-Rankine formula for the assessment of the ultimate load of frames with semi-rigid joints. Journal of Constructional Steel Research, 11, 283-312. doi:10.1016/0143-974X(88)90097-1 Peer Reviewed verified by ORBi |
 | Maquoi, R., & Jaspart, J.-P. (October 1987). Moment rotation curves for bolted connections. Journal of Structural Engineering, 113 (N°10), 2324-2329. doi:10.1061/(ASCE)0733-9445(1987)113:10(2324) Peer reviewed |
 | Jaspart, J.-P., Maquoi, R., & Skaloud, M. (September 1986). Etat limite de service des poutres métalliques sollicitées en flexion simple. Construction Métallique, n°3, 3-15. Peer reviewed |
Jaspart, J.-P. (1986). Sur le comportement des assemblages semi-rigides et leur influence dans l'étude des structures en acier. Annales des Travaux Publics de Belgique, N°2, 131-144. Peer reviewed |
 | Amara, S., Zaidi, A., Lamara, M., & Jaspart, J.-P. (08 May 2012). Analytical model for the evaluation of torsional connection restraints of steel beams in bending [Paper presentation]. 1st International Conference of Engineering ICCE'2012, Laghouat, Algeria. |
 | Ly, L., Jaspart, J.-P., & Weynand, K. (December 2010). Application of the new Eurocode 3 beam-column formulae to tubular construction [Paper presentation]. Conference ISTS13 (13th International Symposium on Tubular Structures, Hong Kong, China. |
 | Antonodimitraki, S., Bezas, M.-Z., Demonceau, J.-F., Vayas, I., Maesschalck, J., Anwaar, M. O., & Jaspart, J.-P. (12 September 2023). Buckling resistance of angle bracing members with one‐leg bolted end connections. ce/papers, 6 (3-4), 1157-1162. doi:10.1002/cepa.2432 Peer reviewed |
 | Golea, T., Bodson, R., De Ville De Goyet, V., Jaspart, J.-P., & Demonceau, J.-F. (2023). A generalised mechanical model for the characterisation of steel joints. In Proceedings of the Eurosteel 2023 conference. Germany: Ernst & Sohn. Peer reviewed |
 | Golea, T., Vermeylen, M., Jaspart, J.-P., & Demonceau, J.-F. (2023). Compressive arch action in beams of steel frames subjected to a column loss. In Proceedings of the Eurosteel 2023 conference. Germany: Ernst & Sohn. Peer reviewed |
 | Golea, T., Santos, A. F., Jaspart, J.-P., Latour, M., Santiago, A., & Demonceau, J.-F. (14 September 2022). Robustness of Steel Frame Structures Equipped with FREEDAM Dissipative Joints. ce/papers, 5 (4), 210-217. doi:10.1002/cepa.1747 Peer reviewed |
 | Saufnay, L., Tibolt, M., Jaspart, J.-P., & Demonceau, J.-F. (14 September 2022). The Beneficial Influence of the Roller‐straightening Process on the Bearing Capacity of Steel Columns. ce/papers, 5 (4), 889-897. doi:10.1002/cepa.1832 Peer reviewed |
 | Jaspart, J.-P., Corman, A., & Demonceau, J.-F. (14 September 2022). Mechanical Properties of the Component “Column Web in Compression” in Steel Beam‐to‐column Joints. ce/papers, 5 (4), 242-250. doi:10.1002/cepa.1752 Peer reviewed |
 | Corman, A., Demonceau, J.-F., & Jaspart, J.-P. (01 September 2021). Analytical model for the prediction of the plastic shear resistance of the panel zone in welded joints. ce/papers, 4 (2-4), 995-1005. doi:10.1002/cepa.1389 Peer reviewed |
 | Saufnay, L., Jaspart, J.-P., & Demonceau, J.-F. (01 September 2021). Economic benefit of high strength steel sections for steel structures. ce/papers, 4 (2-4), 1543-1550. doi:10.1002/cepa.1454 Peer reviewed |
 | Beyer, A., Bureau, A., Jaspart, J.-P., Demonceau, J.-F., & Bezas, M.-Z. (2021). Torsional, flexural and torsional-flexural buckling of angle section members - an analytical approach. In Modern trends in research on steel, aluminium and composite structures. Taylor and Francis Group. Peer reviewed |
 | Skoric, V., Demonceau, J.-F., Jaspart, J.-P., Weynand, K., & Pensis, O. (2019). Optimization of a transfer carriage along crane girders. In Y. S. Choo, Proceedings of the 17th International Symposium on Tubular Structures(ISTS17). Proceedings of the 17th International Symposium on Tubular Structures(ISTS17). doi:10.3850/978-981-11-0745-0_024-cd Peer reviewed |
 | Jaspart, J.-P., Weynand, K., Demonceau, J.-F., & Wertz, F. (2019). CEN technical specification for design of hollow section joints according to the component method. In Proceedings of the ISTS17 conference. Peer reviewed |
 | Corman, A., Jaspart, J.-P., & Demonceau, J.-F. (16 September 2019). Resistance of the beam-to-column component "column web panel in shear" - numerical and analytical investigations. ce/papers, 3 (3-4), 325-330. doi:10.1002/cepa.1061 Peer reviewed |
 | Jaspart, J.-P., Corman, A., & Demonceau, J.-F. (2019). Ductility assessment of structural steel and composite joints. In J. M. Wald, Frantisek (Ed.), Stability and Ductility of Steel Structures 2019 (pp. 564-569). Taylor & Francis. doi:10.1201/9780429320248 Peer reviewed |
 | Demonceau, J.-F., D'Aniello, M., Landolfo, R., & Jaspart, J.-P. (2019). European Prequalification of joint solutions for steel structures subjected to seismic actions - bolted unstiffened extended end-plate beam-o-column joints. In Proceeding of the SECED 2019 conference. Peer reviewed |
 | D'Antimo, M., Latour, M., Jaspart, J.-P., & Demonceau, J.-F. (September 2019). Numerical and experimental investigation of simply supported steel beams under drop-weight impact tests. ce/papers, 3 (Issue3-4). doi:10.1002/cepa.1137 Peer reviewed |
 | Bezas, M.-Z., Tibolt, M., Jaspart, J.-P., & Demonceau, J.-F. (2019). Critical assessment of the design of an electric transmission tower. In 9th International Conference on Steel and Aluminium Structures, Bradford 3-5 July 2019. Peer reviewed |
 | D'Antimo, M., Demonceau, J.-F., & Jaspart, J.-P. (2018). Behaviour of an innovative joint solution under impulsive loading. In R. Caspeele, L. Taerwe, ... D. Frangopol, Life-Cycle Analysis and Assessment in Civil Engineering: towards an integrated vision (pp. 2201-2208). Peer reviewed |
 | Demonceau, J.-F., D'Antimo, M., & Jaspart, J.-P. (2018). Robustness of steel structures subjected to a column loss scenario. In R. Caspeele, L. Taerwe, ... D. Frangopol, Life-Cycle Analysis and Assessment in Civil Engineering: towards an integrated vision (pp. 2177-2183). Peer reviewed |
 | Bahaz, A., Amara, S., Jaspart, J.-P., & Demonceau, J.-F. (2018). Analysis of the behaviour of semi rigid steel end plate connections. In 2nd international congress on materials and structural stability (CMSS-2017) (MATEC Web of conferences). doi:10.1051/matecconf/201714902058 Peer reviewed |
 | Demonceau, J.-F., Vanvinckenroye, H., D'Antimo, M., Denoël, V., & Jaspart, J.-P. (2017). Beam-to-column joints, column bases and joint components under impact loading. In Proceeding of Eurosteel 2017 conference. Ernst & Sohn. Peer reviewed |
 | D'Antimo, M., Latour, M., Rizzano, G., Demonceau, J.-F., & Jaspart, J.-P. (2017). PRELIMINARY STUDY ON BEAM-TO-COLUMN JOINTS UNDER IMPACT LOADING. In Proceedings CTA 2017. Peer reviewed |
 | Francavilla, A., Latour, M., Rizzano, G., Demonceau, J.-F., & Jaspart, J.-P. (2017). Influence of beam-to-column joints on the robustness of earthquake-resistant moment-resistant frames. In Proceeding of Eurosteel 2017 conference. Ernst & Sohn. Peer reviewed |
 | Bahaz, A., Amara, S., Nessi, H., Jaspart, J.-P., & Demonceau, J.-F. (2017). Finite element Analysis of Semi Rigid End Plate Steel Joints Under Static Loading. In Proceeding of the International seminar of the apport of the simulation in technological innovation. |
 | D'Antimo, M., Demonceau, J.-F., Latour, M., Rizzano, G., & Jaspart, J.-P. (2017). Experimental investigation of the creep effect on prestressed bolts used in innovative friction connections. In Experimental investigation of the creep effect on prestressed bolts used in innovative friction connections. Peer reviewed |
 | Armenante, V., D'Antimo, M., Demonceau, J.-F., Jaspart, J.-P., Latour, M., & Rizzano, G. (2016). ANALYTICAL PREDICTION OF THE BEARING RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES. In THE INTERNATIONAL COLLOQUIUM ON STABILITY AND DUCTILITY OF STEEL STRUCTURES, Timisoara 30 May-01 June 2016. Peer reviewed |
 | D'Antimo, M., Demonceau, J.-F., Jaspart, J.-P., Latour, M., & Rizzano, G. (2016). INFLUENCE OF LOCAL BUCKLING ON THE SHEAR RESISTANCE OF BOLTED CONNECTIONS FOR TUBULAR RACKING STRUCTURES. In THE INTERNATIONAL COLLOQUIUM ON STABILITY AND DUCTILITY OF STEEL STRUCTURES, Timisoara 30 May-01 June 2016. Peer reviewed |
 | Ihaddoudène, A. N. T., & Jaspart, J.-P. (2015). Joint Flexibility Effects On the Behavior Of Steel Plane Frames. In Proceeding of 11th International Conference on Advances in Steel and Concrete Composite Structures (pp. 593-596). Peer reviewed |
 | Armenante, V., Latour, M., Rizzano, G., Demonceau, J.-F., & Jaspart, J.-P. (2015). A new proposal for predicting the bearing resistance of bolted connections for tubular racking structures. In Proceeding of the XXV Congresso CTA. Peer reviewed |
 | Hoang, V. L., Demonceau, J.-F., & Jaspart, J.-P. (2015). Beam to concrete-filled rectangular hollow section column joints using long bolts. In Proceedings of the 15th international symposium on tubular structures - ISTS15. Balkema (Taylor & Francis Group). doi:10.1201/b18410-17 Peer reviewed |
 | Jaspart, J.-P., & Weynand, K. (2015). Design of hollow joints using the component method. In Proceedings of the 15th international symposium on tubular structures ISTS15 (pp. 403-410). CRC press/Balkema. doi:10.1201/b18410-62 Peer reviewed |
 | Hoffmann, N., Kuhlmann, U., Demonceau, J.-F., Jaspart, J.-P., Baldassino, N., Freddi, F., & Zandonini, R. (2015). Robust impact design of steel and composite building structures: the alternate load path approach. In Proceeding of the IABSE Workshop - Safety, Robustness and Condition Assessments of Structures (pp. 46-53). doi:10.2749/222137815815622654 Peer reviewed |
 | Hoffman, N., Kuhlmann, U., Demonceau, J.-F., Jaspart, J.-P., Colomer, C., Hoffmeister, B., Zandonini, R., Hjiaj, M., & Mohler, C. (2015). Robust impact design of steel and composite building structures. In Proceeding of the IABSE Workshop - Safety, Robustness and Condition Assessments of Structures (pp. 38-45). doi:10.2749/222137815815622663 Peer reviewed |
 | D'Antimo, M., Demonceau, J.-F., Jaspart, J.-P., Latour, M., & Rizzano, G. (2015). Shear bolted connections for tubular racking structures: Numerical analysis. In Proceeding of XXV Congresso CTA: Salerno 1-3 ottobre 2015. Peer reviewed |
 | D'Antimo, M., Demonceau, J.-F., Jaspart, J.-P., Latour, M., & Rizzano, G. (2015). Experimental investigation of shear bolted connections for tubular racking structures. In XXV Congresso CTA: Salerno 1-3 ottobre 2015. Peer reviewed |
 | Huvelle, C., Jaspart, J.-P., & Demonceau, J.-F. (2014). How to check analytically the robustness of a building submitted to a column loss - A premiere. In Proceedings of Eurosteel 2014 conference. Peer reviewed |
 | Demonceau, J.-F., Hoang, V. L., & Jaspart, J.-P. (2014). BOLTED END-PLATE BEAM-TO-COLUMN JOINTS USING HAMMERHEAD BEAMS: Experimental tests and proposal of design guidelines. In R. Landolfo & F. Mazzolani (Eds.), Proceeding of the 7th European conference on steel and composite structures (Eurosteel 2014). Bruxelles, Belgium: ECCS. Peer reviewed |
 | Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (2014). CIRCULAR TUBE COLUMNS IN HIGH STRENGTH STEEL: Economical solutions for building frames. In R. Landolfo & F. Mazzolani (Eds.), Proceeding of the 7th European conference on steel and composite structures (Eurosteel 2014). Bruxelles, Belgium: ECCS. Peer reviewed |
 | Huvelle, C., Jaspart, J.-P., & Demonceau, J.-F. (2013). Robustness of steel building structures following a column loss. In IABSE Workshop Helsinki 2013 "Safety, Failures and Robustness of Large Structures" Report. Peer reviewed |
 | Ihaddoudène, A. N. T., & Jaspart, J.-P. (2013). Stability of non-sway steel frames with semi-rigid connections. In B. Topping & P. Ivanyi (Eds.), Proceeding of the Fourtheenth International Conference on Civil, Structural and Environmental Engineering Computing. Sitrlingshire, United Kingdom: Civil-Comp Press. Peer reviewed |
 | Hechler, O., Odenbreit, C., & Jaspart, J.-P. (2013). Analyses of the rotational capacity of composite connections for plastic design. In Composite Construction VII ( article de conférence). Peer reviewed |
 | Demonceau, J.-F., Haremza, C., Jaspart, J.-P., Santiago, A., & Simoes da Silva, L. (2013). Composite joints under M-N at elevated temperatures - Experimental investigations and analytical model. In Proceeding of the Composite Construction VII conference (pp. 387). doi:10.1061/9780784479735.029 Peer reviewed |
 | Jaspart, J.-P., & Demonceau, J.-F. (2012). A "new" design requirement: the mitigation of the progressive collapse of buildings under exceptional loading. In Proceedings of the First International Conference of Civil Engineering. Peer reviewed |
 | Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2012). Innovative bolted beam-to-column joints for seismic resistant building frames. In D. Dubina & D. Grecea (Eds.), CONNECTIONS VII proceedings (pp. 199-208). ECCS. Peer reviewed |
 | Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Non-dissipative joints in seismic resistant building frames - Bolted beam-to-column joints. In EUROSTEEL 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 423-428). ECCS. Peer reviewed |
 | Demonceau, J.-F., Coméliau, L., & Jaspart, J.-P. (2011). ROBUSTNESS OF BUILDING STRUCTURES - Recent developments and adopted strategy. In Eurosteel 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 2475-2480). ECCS. Peer reviewed |
 | Li, Y., Rossi, B., & Jaspart, J.-P. (2011). Extension of the Direct strength method to hot-rolled profiles cross-sections. In 6th European Conference on Steel and Composite Structures : Eurosteel 2011, Budapest 30 October - 2 September 2011 (pp. 1911-1916). Peer reviewed |
 | Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Robustness of building frames further to a column loss - Substructure approach with account of dynamic effects. In EUROSTEEL 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 2481-2486). ECCS. Peer reviewed |
 | Jaspart, J.-P., Demonceau, J.-F., & Coméliau, L. (2011). Robustness of steel and composite building structures. In 7th National conference on steel structures proceedings (pp. 71-86). Peer reviewed |
 | Demonceau, J.-F., Jaspart, J.-P., Weynand, K., Oerder, R., & Muller, C. (2011). CONNECTIONS WITH FOUR BOLTS PER HORIZONTAL ROW - Application of Eurocode 3. In Eurosteel 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 567-572). ECCS. Peer reviewed |
 | Demonceau, J.-F., & Jaspart, J.-P. (2010). M-N interaction in beam-to-column joints - Development of a design model. In A. Zingoni (Ed.), Proceedings of the SEMC 2010 International Conference. Peer reviewed |
 | Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2010). Robustness of steel and composite buildings under impact loading. In E. Batista, P. Vellasco, ... L. de Lima (Eds.), Proceedings of the SDSS'Rio 2010 conference (pp. 393-400). Peer reviewed |
 | Demonceau, J.-F., Weynand, K., Jaspart, J.-P., & Müller, C. (2010). Application of Eurocode 3 to steel connections with four bolts per horizontal row. In E. Batista, P. Vellasco, ... L. de Lima (Eds.), Proceedings of the SDSS'Rio 2010 conference (pp. 199-206). Peer reviewed |
 | Demonceau, J.-F., Ly, D. P. L., Coméliau, L., & Jaspart, J.-P. (2010). New simplified analytical method for the Prediction of global stability of steel and composite sway frames. In Proceedings of the annaual stability conference, 2010 (pp. 233-252). United States: SSRC. Peer reviewed |
 | Rossi, B., & Jaspart, J.-P. (2010). Enhanced proof strength after cold process of fabrication of non-linear metallic profiles – Comparison of two predictive models for hollow sections. In International Symposium on Tubular Structures : ISTS13, Hong Kong, 15-17 December 2010 (pp. 397-402). Peer reviewed |
 | Rossi, B., & Jaspart, J.-P. (2010). Mechanical behavior of a ferritic stainless steel under simple and complex loading paths. In International Conference on Structure and Architecture : ICSA2010, Guimaraes 21-23 July 2010 (pp. 175-176). Peer reviewed |
 | Ly, D. P. L., Demonceau, J.-F., Jaspart, J.-P., & Landolfo, R. (2009). Proposed design rules for iron columns reinforced by FRP. In F. M. Mazzolani, Protection of historical buildings, Prohitech 09. Peer reviewed |
 | Demonceau, J.-F., & Jaspart, J.-P. (2009). Experimental and analytical investigations on the response of structural building frames further to a column loss. In Proceedings of ASCE structure congress 2009. doi:10.1061/41031(341)199 Peer reviewed |
 | Demonceau, J.-F., & Jaspart, J.-P. (2008). Experimental and analytical investigations on the behaviour of building frames further to a column loss. In F. Mazzolani, E. Mistakidis, R. P. Borg, M. Byfield, G. De Matteis, D. Dubina, M. Indirli, A. Mandara, J. P. Muzeau, F. Wald, ... Y. Wang, Urban Habitat Constructions under Catastrophic Events (pp. 300-305). Peer reviewed |
 | Ly, D. P. L., Jaspart, J.-P., Demonceau, J.-F., & Landolfo, R. (2008). Experimental and numerical investigations on iron columns reinforced by FRP under axial compression. In T. Camelbeeck, H. Degée, G. Degrande, ... A. Sabbe (Eds.), Seismic risk. Liege, Belgium: ULg. Peer reviewed |
 | Demonceau, J.-F., Jaspart, J.-P., Klinkhammer, R., Weynand, K., Labory, F., & Cajot, L.-G. (2008). Recent developments on composite connections: behaviour of joints subjected to sagging bending moments and presentation of a free design dedicated software. In EUROSTEEL 2008, 5th European Conference on Steel and Composite Structures (pp. 447-452). Bruxelles, Belgium: ECCS European Convention for Constructional Steelwork. Peer reviewed |
 | Ly, D. P. L., Demonceau, J.-F., & Jaspart, J.-P. (2008). New simplified analytical method for the prediction of global stability of composite sway frames. In EUROSTEEL 2008, 5th European Conference on Steel and Composite Structures (pp. 387-392). Bruxelles, Belgium: ECCS European Convention for Constructional Steelwork. Peer reviewed |
 | Demonceau, J.-F., Luu, N. N. H., & Jaspart, J.-P. (2008). Development of membranar effects in frame beams: experimental and analytical investigations. In EUROSTEEL 2008, 5th European Conference on Steel and Composite Structures (pp. 1743-1748). Bruxelles, Belgium: ECCS European Convention for Constructional Steelwork. Peer reviewed |
 | Luu, N. N. H., Demonceau, J.-F., & Jaspart, J.-P. (2008). Global structural behaviour of a building frame further to its partial destruction by column loss. In R. Ofner, D. Beg, J. Fink, R. Greiner, ... H. Unterweger, EUROSTEEL 2008, 5th European Conference on Steel and Composite Structures (pp. 1749-1754). Burxelles, Belgium: ECCS European Convention for Constructional Steelwork. Peer reviewed |
 | Jaspart, J.-P., & Demonceau, J.-F. (2008). Composite joints in robust building frames. In Proceeding of the composite consruction in steel and concrete conference. Peer reviewed |
 | Demonceau, J.-F., & Jaspart, J.-P. (2008). Robustness of structures - behaviour of composite joints. In Sixth International Workshop on Connections in Steel Structures (pp. 467-477). Peer reviewed |
 | Henriques, J., Jaspart, J.-P., & Piraprez, E. (2008). Ductility requirements for the design of bolted shear connections. In Proceedings of the Sixth International Workshop on Connections. Peer reviewed |
 | Lechner, A., Kettler, M., Greiner, R., Boissonnade, N., Jaspart, J.-P., & Weynand, K. (2008). Plastic capacity of semi-compact steel sections. In Proceedings of the CIMS2008 - Coupled Instabilities in Metal Structures. Peer reviewed |
 | Boissonnade, N., Jaspart, J.-P., Oerder, R., & Weynand, K. (2008). A new design model for the resistance of steel semi-compact cross-sections. In Proceedings of EUROSTEEL 2008. Peer reviewed |
 | Boissonnade, N., Weynand, K., & Jaspart, J.-P. (2008). Application of new Eurocode 3 formulae for beam-columns to class 3 hollow section members. In Proceedings of the 12th International Symposium on Tubular Structures. Peer reviewed |
 | Jaspart, J.-P., Demonceau, J.-F., & Luu, N. N. H. (2008). Numerical, analytical and experimental investigations on the response of steel and composite buildings further the loss of a column. In Proceedings of the Colloquium on structural design of constructions subjected to exceptional or accidental actions (pp. 69-89). Peer reviewed |
 | Hofmeyer, H., & Jaspart, J.-P. (2008). On the modelling of compressed long plates related to sheet-section behaviour. In Proceedings of the Fifth International Conference on Thin-Walled Structures. Peer reviewed |
 | Ly, D. P. L., Rondal, J., & Jaspart, J.-P. (2007). Numerical and analytical investigations on iron columns reinforced by FRP under axial compression. In S. T. Smith (Ed.), Asia-Pacific Conference on FRP in Structures-APFIS07. Hong Kong, China: APFIS07. Peer reviewed |
 | Jaspart, J.-P., & Demonceau, J.-F. (2007). Contribution to the derivation of robustness requirements for steel and composite structures. In Proceedings of Advances in steel structures Conference (pp. 911-916). Peer reviewed |
 | Demonceau, J.-F., & Jaspart, J.-P. (2007). Experimental investigations on the behaviour of a composite frame after the loss of a column. In R. G. Beale, Proceeding of the 6th International Conference on Steel and Aluminium Structures (pp. 923-930). abingdon, United Kingdom: Nuffield Press. Peer reviewed |
 | Kuhlmann, U., Rölle, L., Jaspart, J.-P., & Demonceau, J.-F. (2007). Robustness - Robust structures by joint ductility. In F. Wald, F. Mazzolani, M. Byfield, D. Dubina, ... M. Faber, Urban Habitat Constructions under Catastrophic Events (pp. 330-335). |
 | Hansoulle, T., Boissonnade, N., Goncalves, R., Camotim, D., & Jaspart, J.-P. (2007). Design of beam-columns in steel sway frames: from the actual member to a simply supported equivalent one. In Proceedings of the 2007 Annual Technical Stability Conference, Structural Steel Research Council (pp. 177-200). Peer reviewed |
 | Vandermeulen, T., Jaspart, J.-P., & Boissonnade, N. (2007). Lateral torsional buckling resistance of web-tapered I-beams under linear bending moments. In Proceedings of the 5th International Conference on Advances in Steel Structures (pp. 340-345). Peer reviewed |
 | Demonceau, J.-F., Luu, N. N. H., & Jaspart, J.-P. (2006). Recent investigations on the behaviour of buildings after the loss of a column. In D. Dubina & V. Ungureanu, Steel: a new and traditional material for building (pp. 480-490). Taylor & Francis. Peer reviewed |
 | Weynand, K., Busse, E., & Jaspart, J.-P. (2006). First practical implementation of the component method to joints in tubular construction. In Proceedings of the 11th International Symposium on Tubular Structures (pp. 139-145). Peer reviewed |
 | Rossi, B., & Jaspart, J.-P. (2006). Evaluation of the load bearing capacity of thin-walled steel members for long span composite floors. In International Colloquium on Stability and Ductility of Steel Structures : SDSS2006, Lisbon 6-8 September 2006 (pp. 681-688). Peer reviewed |
 | Kuhlmann, U., Jaspart, J.-P., Vassart, O., Weynand, K., & Zandonini, R. (2006). Robust structures by joint ductility. In Proceedings of the IABSE Symposium on Responding to Tomorrows Challenges in Structural Engineering. Peer reviewed |
 | Boissonnade, N., & Jaspart, J.-P. (2006). Experimental and numerical study of flange class 3 cross-section members. In Proceedings of the International Conference on Stability and Ductility of Steel Structures (pp. 339-346). Peer reviewed |
 | Jaspart, J.-P. (2006). European design recommendations for simple joints in steel structures. In Proceedings of the International Conference on Stability and Ductility of Steel Structures (pp. 79-98). Peer reviewed |
 | Ly, D. P. L., François, N., Mertens, A., & Jaspart, J.-P. (2005). Application of the component method to structural joints with dowel fasteners in timber construction. In T. Aoki & Y. Itoh (Ed.), Proceedings of the first international conference on advances in experimental structural engineering. Nagoya, Japan: AESE-2005. Peer reviewed |
 | Cerfontaine, F., & Jaspart, J.-P. (2005). Resistance of joints submitted to combined axial force and bending. In Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (pp. 4.10-229 - 4.10-236). Peer reviewed |
 | Zhao, X.-L., & Jaspart, J.-P. (2005). Width-to-thickness ratios for classification of tubular sections. In Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (pp. 1.4-183 - 1.4-190). Peer reviewed |
Demonceau, J.-F., Luu, H., & Jaspart, J.-P. (2005). Intégrité structurale sous actions exceptionnelles. In Actes du Colloque International: L'acier dans la construction 2ème édition (pp. 195-206). Peer reviewed |
 | Boissonnade, N., Cajot, L. G., Haller, M., Jaspart, J.-P., & Mathieu, J. (2005). Development of a general method for the verification of composite beams against lateral torsional buckling in the erection phase. In Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (pp. 1.4-175 - 1.4-182). Peer reviewed |
 | Maquoi, R., Jaspart, J.-P., & Demonceau, J.-F. (2004). Contribution to the design of sway composite frames. In R. Leon & J. Lange, Composite Construction in Steel and Concrete V (pp. 653-663). The American Society of Civil Engineers. Peer reviewed |
 | Demonceau, J.-F., & Jaspart, J.-P. (2004). Experimental and analytical investigations on single-sided composite joint configuration. In J. Walraven, J. Blaauwendraad, T. Scarpas, ... B. Snijder, 5th International PhD Symposium in Civil Engineering (pp. 341-349). Balkema. Peer reviewed |
 | Demonceau, J.-F., & Jaspart, J.-P. (2004). Numerical and analytical investigations on composite sway frames. In Modern Building Materials, Structures and Techniques (pp. 384-392). Peer reviewed |
Pietrapertosa, C., Piraprez, E., & Jaspart, J.-P. (2004). Distribution of the forces in a bolted connection under shear loading. In Proceedings of the Fifth International Workshop on Connections (pp. 335-346). Peer reviewed |
 | Pietrapertosa, C., & Jaspart, J.-P. (2003). Study of the behaviour of welded joints between elliptical hollow sections. In Proceedings of the 10th International Symposium on Tubular Structures (pp. 601-608). Peer reviewed |
 | Pietrapertosa, C., Zhang, L., Habraken, A., & Jaspart, J.-P. (2003). Clinching joining system: validation of numerical models. In V. Brucato, Proceedings of the 6th International ESAFORM Conference on Material Forming (pp. 351-354). Salerno, Italy: Nuova Ipsa editire. Peer reviewed |
 | Bortolotti, E., Jaspart, J.-P., Pietrapertosa, C., Nicaud, G., Petitjean, P. D., & Grimault, J. P. (2003). Testing and modelling of welded joints between elliptical hollow sections. In Proceedings of the 10th International Symposium on Tubular Structures (pp. 259-266). Peer reviewed |
Jaspart, J.-P., & Cerfontaine, F. (2002). New interaction formulae for beam-columns in Eurocode 3: the French Belgian approach. In Proceedings of the Third European Conference on Steel Structures (EUROSTEEL) (pp. 321-330). Peer reviewed |
 | Cerfontaine, F., & Jaspart, J.-P. (2002). Analytical study of the interaction between bending and axial force in bolted joints. In Proceedings of the Third European Conference on Steel Structures (EUROSTEEL) (pp. 997-1006). Peer reviewed |
Braham, M., & Jaspart, J.-P. (2002). Is it safe to design a building structure with simple connections, when they are known to exhibit a semi-rigid behaviour. In Proceedings of the Third European Conference on Steel Structures (EUROSTEEL) (pp. 1139-1148). Peer reviewed |
Jaspart, J.-P., & Couchman, G. (2001). Überblick über die Weiterbildung- und Dchulungsmethoden von Stahlbau.- Verbundbaukonstruktionen sowie EC3, EC4. In Proceedings du Seminaire "Eurocodes im Bauwesen: Status, Lehrprogramme, Hilfsmittel zur Schulung". Peer reviewed |
 | Jaspart, J.-P. (2001). Eurocodes 3 et 4. In Journée Technique Construction Métallique (pp. 16-41). Peer reviewed |
 | Maquoi, R., Boissonnade, N., Muzeau, J. P., Jaspart, J.-P., & Villette, M. (2001). The interaction formulae for beam-columns: a new step of yet long story. In Proceedings 2001 of the SSRC Annual Technical Session and Meeting (pp. 63-88). Peer reviewed |
 | Jaspart, J.-P., & Weynand, K. (2001). Extension of the component method to joints in tubular construction. In R. Puthli & S. Herion, Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures (pp. 517-524). A.A. Balkema Publishers. Peer reviewed |
 | Jaspart, J.-P. (2000). Designing structural joints according to Eurocodes. In Proceedings of the "NATO Advanced Research Workshop on the Paramount Role of Joints into the Reliable Response of Structures" (pp. 349-362). Peer reviewed |
 | Boissonnade, N., Jaspart, J.-P., Muzeau, J.-P., & Villette, M. (2000). A proposal for beam-column interaction formulae. In Proceedings of the International Conference on "Coupled instabilities in metal structures CIMS'2000" (pp. 697-704). Peer reviewed |
 | Jaspart, J.-P. (2000). Unified design concept for structural joints in building frames. Application to composite construction. In Proceedings of the First International Conference on Steel and Composite Structures (pp. 505-514). Peer reviewed |
 | Jaspart, J.-P. (2000). Joint representation in industrial pitched-roof portal frames. In Proceedings of the International Conference "Steel Structures of the 2000's" (pp. 77-82). Peer reviewed |
 | Jaspart, J.-P., Braham, M., & Cerfontaine, F. (1999). Strength of joints subjected to combined action of bending moments and axial forces. In Proceedings of the Conference Eurosteel 1999 (pp. 465-468). Peer reviewed |
 | Jaspart, J.-P. (1999). On the way to a unified design approach for joints in structural systems. In Proceedings of the International Conference on Steel and Composite Structures (pp. 16.1 - 16.8). Peer reviewed |
 | Jaspart, J.-P., Steenhuis, M., & Anderson, D. (1998). Characterisation of the joint properties by means of the component method. In Proceedings of the COST C1 International Conference. Peer reviewed |
 | Weynand, K., Jaspart, J.-P., & Steenhuis, M. (1998). Economy studies of steel building frames with semi-rigid joints. In Proceedings of the Second World Conference on Constructional Steel Design (pp. 85). Peer reviewed |
 | Steenhuis, M., Jaspart, J.-P., Gomes, F., & Leino, T. (1998). Application of the component method to steel joints. In Proceedings of the COST C1 International Conference. Peer reviewed |
 | Jaspart, J.-P. (1998). Chairman's Overview: Joints in Steel and Composite Structures. In Proceedings of the COST C1 International Conference. Peer reviewed |
 | WALD, F., & Jaspart, J.-P. (1998). Stiffness design of column bases. In Proceedings of the Second World Conference on Constructional Steel Design (pp. 245). Peer reviewed |
 | Wald, F., Gresnigt, A. M., Weynand, K., & Jaspart, J.-P. (1998). Application of the component method to column bases. In Proceedings of the COST C1 International Conference (pp. 115-124, 125-144 et 155-166). Peer reviewed |
Braham, M., Cerfontaine, F., & Jaspart, J.-P. (1998). Economical design of joints between welded slender profiles according to Eurocode 3. In Proceedings of the International Workshop on Trends and Developments in Buildings (pp. 91-100). Peer reviewed |
 | Jaspart, J.-P., & Maquoi, R. (1997). Design handbook for frame design including joint behaviour. In Proceedings of the First Annual Workshop, Targeted Research Action of the European Communities on Environmentally Friendly Construction Technologies. Peer reviewed |
 | Braham, M., & Jaspart, J.-P. (1997). Design of joints in industrial portal frames made of slender built-up members. In Proceedings of the International Conference on Experimental Model, research and testing of thin-Walled Structures (pp. 335-343). Peer reviewed |
 | Jaspart, J.-P., & Weynand, K. (1997). New concepts for the design of joints. In Proceedings of the 10th DASt-Forschungs-kolloquium Stahlbau. Peer reviewed |
 | Jaspart, J.-P. (1996). Design of Steel Connections according ENV 1993-1. In Proceedings of the IABSE Congress on Structural Engineering in Consideration of Economy, Environment, Energy, Workshop on Structural Connections and Assembly Techniques (pp. 961-966). Peer reviewed |
 | Gomes, F., Jaspart, J.-P., & Maquoi, R. (1996). Moment capacity of beam-to-column minor-axis joints. In Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (pp. 319-326). Peer reviewed |
Jaspart, J.-P., & Maquoi, R. (1996). Design handbook for frame design including joint behaviour. In Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (pp. 371-378). Peer reviewed |
 | Jaspart, J.-P., & Vandegans, D. (1996). Application of the component method to column bases. In Proceedings of the International Conference on Advances in Steel Structures. Peer reviewed |
 | Bursi, O., & Jaspart, J.-P. (1996). Finite element based models for the analysis of bolted beam-to-column steel connections. In Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (pp. 279-288). Peer reviewed |
 | Jaspart, J.-P. (1996). Design aids for the design of steel moment connections. In Proceedings of the 5th International Colloquium on Stability of Metal Structures. Peer reviewed |
 | Jaspart, J.-P., & Vandegans, D. (1996). Modelling of semi-rigid connections: column bases. In Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (pp. 279-288). Peer reviewed |
 | Jaspart, J.-P. (1996). Structural connections: experimentation as a design tool. In Proceedings of the International Seminar on Structural Assessment - The Role of large and full scale testing (pp. 861-868). Peer reviewed |
 | Jaspart, J.-P. (1995). Steel moment connections according to Eurocode 3. Simple design aids for rigid and semi-rigid joints. In Proceedings of the Third International Workshop on Connections in Steel Structures (pp. 159-168). Peer reviewed |
 | Bursi, O., & Jaspart, J.-P. (1995). A refined finite element model for tee-stub and endplate steel connections. In Giornate Italiane della Costruzione in Acciaio. Peer reviewed |
Jaspart, J.-P. (1995). Distribution des efforts dans les assemblages. In Actes de la Journée d'études sur les assemblages dans la construction métallique. |
Jaspart, J.-P. (1995). Semi-rigidité des assemblages. In Actes de la Journée d'études sur les assemblages dans la construction métallique. |
 | Jaspart, J.-P., & Maquoi, R. (1995). Effect of bolt preloading on joint behaviour. In Proceedings of the First European Conference on Steel Structures (pp. 219-226). Peer reviewed |
 | Jaspart, J.-P., & Briquet, C. (1995). Sensitivity of steel building frames to joint properties. In Proceedings of the International Colloquium on Stability of Steel Structures (pp. 349 - I/356). Peer reviewed |
 | Guisse, S., & Jaspart, J.-P. (1995). Influence of structural frame bahaviour on joint design. In Proceedings of the Third International Workshop on Connections in Steel Structures (pp. 321-330). Peer reviewed |
 | Piraprez, E., & Jaspart, J.-P. (1995). Influence of the prying effects on the fatigue resistance of the bolts. In Proceedings of the VTT Symposium 155 on fatigue Design 1995, volume 2 (pp. 75-86). Peer reviewed |
 | Guisse, S., & Jaspart, J.-P. (1995). Stress interaction in column webs. In Proceedings of the Ninth International Conference on Metal Structures (pp. 147-156). Peer reviewed |
 | Jaspart, J.-P., Weynand, K., & Steenhuis, M. (1995). The stiffness model of revised Annex J of Eurocode 3. In Proceedings of the Third International Workshop on Connections in Steel Structures (pp. 441-452). Peer reviewed |
 | Jaspart, J.-P., & Maquoi, R. (1994). Prediction of the Semi-Rigid and Partial-Strength Properties of Structural Joints. In Proceedings of the SSRC Annual technical Session and Meeting (pp. 177-192). Peer reviewed |
 | Gomes, F., Jaspart, J.-P., & Maquoi, R. (1994). Behaviour of minor-axis joints and 3D joints. In Proceedings of the Second State of the Art COST C1 Workshop (pp. 111-120). Peer reviewed |
 | Briquet, C., Guisse, S., Jaspart, J.-P., Lognard, B., & Maquoi, R. (1994). Research activities under COST C1 at the Departement MSM of the University of Liège. In Proceedings of the Second State of the Art COST C1 Workshop (pp. 75-88). Peer reviewed |
 | Jaspart, J.-P. (1994). Perspectives d'avenir. In Actes de la Journée d'études sur le boulon dans la construction métallique. |
 | Jaspart, J.-P., Briquet, C., & Maquoi, R. (1993). Comparative study of beam-column interaction formulae. In Proceedings of the Annual Technical Session and Meeting of the SSRC (pp. 369-380). Peer reviewed |
 | Maquoi, R., & Jaspart, J.-P. (1992). Modelling of beam-to-column joints for the design of steel building frames. In Proceedings of the Constructional steel design conference. Peer reviewed |
 | Jaspart, J.-P. (1992). Survey of the existing types of joint modelling. In Proceedings du Workshop COST C1 (pp. 370-381). Peer reviewed |
 | Altmann, R., Maquoi, R., & Jaspart, J.-P. (1992). Experimental study of the non-linear behaviour of beam-to-column composite joints. In proceeding du Workshop COST C1 (pp. 134-143). Peer reviewed |
Wald, F., Zandonini, R., & Jaspart, J.-P. (1991). The European steel design educational programme (ESDEP) for the Czechoslovak Praxis. In Proceedings of the Symposium on transfer of technologies 2000, Czech technical University (pp. 86-92). Peer reviewed |
 | Jaspart, J.-P., Gerardy, J. C., & Maquoi, R. (1991). Parametric study of the numerical modelling for semi-rigid joints. In proceedings of the Annual technical session and meeting of the SSRC (pp. 343-352). Peer reviewed |
 | Jaspart, J.-P., & Maquoi, R. (1991). Plastic capacity of end-plate and flange cleated connections - prediction and design rules. In Proceedings of the Second international workshop on connections in steel structures: Behaviour, strength and Design (pp. 343-352). Peer reviewed |
 | Maquoi, R., & Jaspart, J.-P. (1991). Influence of the non-linear modellings of beam-to-column joints on the structural response of braced and unbraced steel building frames. In proceedings of the Fourth international Colloquium on structural stability Mediterranean session (pp. 133-151). Peer reviewed |
 | Jaspart, J.-P., & Maquoi, R. (1990). Investigation by testing of the structural response of semi-rigid joints. In proceedings of the RILEM Workshop on "Needs in testing metals". Peer reviewed |
 | Jaspart, J.-P., & Maquoi, R. (1990). Study of the shear deformability of column web panels in strong axis beam-to-column joints. In Proceedings of the SSRC Annual technical session. Peer reviewed |
Maquoi, R., & Jaspart, J.-P. (1990). Study of the load-introduction deformability of column webs in strong axis beam-to-column joints. In proceedings of the IUTAM Symposium on contact loading and local effects in thin-Walled plated and shell structures (pp. 204-211). Peer reviewed |
Jaspart, J.-P., Schleich, J.-B., Altmann, R., & Maquoi, R. (1990). Etude expérimentale et théorique d'assemblages mixtes acier-béton. In Rapport du symposium de l'AIPC - Construction mixte acier, béton et nouveau matériaux (pp. 407-412). Peer reviewed |
 | Maquoi, R., & Jaspart, J.-P. (1990). Load-Introduction resistance of column webs in strong axis beam-to-column joints. In International Union of Theoretical and Applied Mechanics (IUTAM Symposium) (pp. 204-205). Peer reviewed |
Altmann, R., Maquoi, R., & Jaspart, J.-P. (1990). Experimental study of the non-linear behaviour of beam-to-column composite joints. In Proceedings of the International colloquium on stability of steel structures. Peer reviewed |
 | Jaspart, J.-P., & Maquoi, R. (1990). Guidelines for the design of braced frames with semi-rigid connections. In Proceedings of the International colloquium on stability of steel structures. Peer reviewed |
 | Maquoi, R., & Jaspart, J.-P. (1989). Contribution to the design of braced frames with semi-rigid connections. In Proceedings of the Fourth International colloquium on stability of metal structures, North America session. Peer reviewed |
 | Jaspart, J.-P., & Maquoi, R. (1989). Simple design method for sway frames with semi-rigid connections. In Proceedings of the IABSE International colloquium on bolted and special structural connections (pp. 72-79). Peer reviewed |
 | Jaspart, J.-P., & Atamaz Sibai, W. (1989). Load-introduction deformability of column webs in strong axis beam-to-column joints and structural stability of frames. In Proceedings of the Fourth international colloquium on structural stability asian session (ICSSAS'89). Peer reviewed |
 | Jaspart, J.-P., & Atamaz Sibai, W. (1989). Shear deformability of column web panels in strong axis beam-to-column joints and structural stability of frames. In Proceedings of the Fourth international colloquium on structural stability asian session (ICSSAS'89). Peer reviewed |
 | Janss, J., Jaspart, J.-P., & Maquoi, R. (1988). Experimental study of the non-linear behaviour of beam-to-column bolted joints. In Proceedings of a State-of-the art workshop on connections and the behaviour, strength and design of steel structures (pp. 26-32). Elsevier Applied Science Publishers. Peer reviewed |
 | Janss, J., Jaspart, J.-P., & Maquoi, R. (1988). Strength and behaviour of in-plane weak axis joints and of 3-D joints. In Proceedings of a State-of-the art workshop on connections and the behaviour, strength and design of steel structures (pp. 60-68). Elsevier Applied Science Publishers. Peer reviewed |
 | Maquoi, R., Skaloud, M., & Jaspart, J.-P. (1986). Serviceability limit state of the webs in steel girders. In Proceedings of the Second regional colloquium on stability of steel structures (pp. 109-116). Peer reviewed |
 | Bezas, M.-Z., Demonceau, J.-F., Ioannis Vayas, & Jaspart, J.-P. (19 October 2023). ΝΕΟΙ ΚΑΝΟΝΕΣ ΣΧΕΔΙΑΣΜΟΥ ΙΣΟΣΚΕΛΩΝ ΓΩΝΙΑΚΩΝ ΔΙΑΤΟΜΩΝ [Paper presentation]. 10th Hellenic National Conference on Steel Structures, Athens, Greece. Peer reviewed |
 | Mpemba Nkole Kabongo, A., Demonceau, J.-F., & Jaspart, J.-P. (02 February 2023). Enjeux techniques de la réhabilitation du bâti métallique congolais - le palais de justice de Mbanza-Ngungu comme cas d'étude [Paper presentation]. Séminaire à l'université Kongo sur les enjeux et la valorisation des constructions métalliques dans le Kongo-Central, Mbanza-Ngungu, Congo - Kinshasa. Peer reviewed |
Saufnay, L., Jaspart, J.-P., & Demonceau, J.-F. (02 October 2022). Sustainability Assessment of High Strength Steel Elements [Paper presentation]. Le Giornate Italiane Della Costruzione in Acciaio (The Italian Steel Days), Francavilla Al Mare (CH), Italy. Editorial reviewed |
 | Mpemba Nkole Kabongo, A., Jaspart, J.-P., & Demonceau, J.-F. (15 September 2022). présentation de l'article "Technical study of Kongo-Central colonial steel houses belonging to the DRC patrimony" au colloque international SDSS 2022 [Paper presentation]. The International Colloquium on Stability and Ductility of Steel Structures (SDSS 2022), Aveiro, Portugal. Peer reviewed |
 | Mpemba Nkole Kabongo, A., Demonceau, J.-F., & Jaspart, J.-P. (07 October 2021). Etude technique et proposition de solutions de réparation des maisons métalliques du Kongo-Central en vue de leur reconversion et de leur patrimonialisation [Poster presentation]. Journée UEE 2021, Liège, Belgium. |
 | Mpemba Nkole Kabongo, A., Demonceau, J.-F., & Jaspart, J.-P. (15 December 2020). Etude technique des maisons métalliques faisant partie du patrimoine du Kongo - Central [Poster presentation]. Fourth edition young researchers overseas day, Liège, Belgium. Peer reviewed |
 | Demonceau, J.-F., Hoang, V. L., & Jaspart, J.-P. (13 June 2013). Robustness aspects - During the assembling and the final stage [Paper presentation]. Frameup project workshop, Stockholm, Sweden. |
Rossi, B., & Jaspart, J.-P. (15 November 2011). Valorisation action of plastic member capacity of semi-compact steel sections - a more economic design [Paper presentation]. SEMI COMP+ : Seminar around Europe for the best use of EN 1993-1-1, Brussels, Belgium. |
 | Greiner, R., Lechner, A., Kettler, M., Jaspart, J.-P., Weynand, K., Ziller, C., Oerder, R., Herbrand, M., Simôes da Silva, L., & Dehan, V. (12 October 2011). Valorisation action of plastic member capacity of semi-compact steel sections - a more economic design [Paper presentation]. XXIII CONGRESSO C.T.A. Le giornate italiane della costruzione in acciaio, Ischia, Italy. |
Rossi, B., & Jaspart, J.-P. (01 September 2011). Valorisation action of plastic member capacity of semi-compact steel sections - a more economic design [Paper presentation]. 6th European Conference on Steel and Composite Structures, Budapest, Hungary. |
 | boissonade, N., Jaspart, J.-P., Kettler, M., & Lechner, A. (10 May 2011). Elastic-plastic Behavior of semi-compact steel cross-sections [Paper presentation]. Annual Stability Conference Structural Stability Research Council, Pittsburgh _Pennsylvania, United States. |
 | Henriques, J., Ly, L., Jaspart, J.-P., & Simoes da Silva, L. (08 September 2010). Shear Bolted Connections : Numerical Model for a Ductile Component, the Plate-Bolt Bearing [Paper presentation]. SDSS'Rio 2010 Stability and Ductility of Steel Structures, Rio de Janeiro, Brazil. |
Hofmeyer, H., & Jaspart, J.-P. (2008). On the modelling of compressed long plates related to sheet-section behaviour [Paper presentation]. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia. |
Jaspart, J.-P. (2006). Structural Connections Expérimentation as design tool [Paper presentation]. International Seminar on Structural Assessment - The Role of Large and Full Scale Testing, London. |
 | Wald, F., Zadonini, R., & Jaspart, J.-P. (2000). The european steel design educational programme for the czechoslovak praxis [Paper presentation]. Symposium transfert of technologies 2000. |
Jaspart, J.-P., & Ceuterik, E. (2000). Enseignement de la construction métallique. Aspects structuraux [Poster presentation]. Journée Enseignement Acier, Bruxelles, Belgium. |
Jaspart, J.-P. (23 March 1998). Documents pratiques pour l'utilisation de la partie 1 de l'Eurocode 3 [Poster presentation]. Soirée d'étude Eurocode 3, Gembloux, Belgium. |
Piluso, V., Rizzano, G., Latour, M., Montuori, R., Nastri, E., Francavilla, A. B., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). ПРОЕКТИРАНЕ ЗА СЕИЗМИЧНИ ВЪЗДЕЙСТВИЯ НА СТОМАНЕНИ КОНСТРУКЦИИ С ВЪЗЛИ БЕЗ ОСТАТЪЧНИ ПОВРЕДИ. ECCS - European Convention for Constructional Steelwork. |
Piluso, V., Rizzano, G., Latour, M., Montuori, R., Nastri, E., Francavilla, A. B., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). Conception Sismique de Structures en Acier avec des Assemblages sans Dommages. ECCS - European Convention for Constructional Steelwork. |
Vincenzo, P., Rizzano, G., Latour, M., Francavbilla, A. B., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). Návrh ocelových konstrukcí se styčníky FREE from DAMage. ECCS - European Convention for Constructional Steelwork. |
Piluso, V., Rizzano, G., Latour, M., Montuori, R., Nastri, E., Francavilla, A. B., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). Seismisch Ontwerp van Staalconstructies met FREE from DAMage verbindingen. ECCS - European Convention for Constructional Steelwork. |
Piluso, V., Rizzano, V., Latour, M., Montuori, R., Nastri, E., Francavilla, A. B., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). Progettazione sismica di strutture in acciaio con collegamenti FREE from DAMage. ECCS - European Convention for Constructional Steelwork. |
Piluso, V., Rizzano, G., Latour, M., Montuori, R., Nastri, E., Francavilla, A., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). Dimensionamiento Sísmico de Estructuras Metálicas con Uniones Libres de Daño. ECCS - European Convention for Constructional Steelwork. |
Piluso, V., Rizzano, G., Latour, M., Montuori, R., Francavilla, A. B., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). Erdbebenbemessung von Stahlkonstruktionen mit beschädigungsfreien Anschlüssen. ECCS - European Convention for Constructional Steelwork. |
Piluso, V., Rizzano, G., Latour, M., Montuori, R., Nastri, E., Francavilla, A. B., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). Hasar Yalıtımlı Birleşimlere Sahip Çelik Yapıların Sismik Tasarımı. (313). eccs. |
 | Piluzo, V., Rizzano, G., Latour, M., Montuori, R., Nastri, E., Francavilla, A. B., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). Seismic design of steel structures with FREE from DAMage steel connections. Bruxelles, Unknown/unspecified: ECCS - European Convention for Constructional Steelwork. |
Piluso, V., Rizzano, G., Latour, M., Montuori, R., Nastri, E., Francavilla, A. B., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). Αντισεισμικός σχεδιασμός χαλύβδινων κατασκευών με συνδέσεις FREEDAM. ECCS - European Convention for Constructional Steelwork. |
Piluso, V., Rizzano, G., Montuori, R., Nastri, E., Latour, M., Francavilla, A. B., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, F. S., Jaspart, J.-P., & Demonceau, J.-F. (2022). Proiectarea seismică a structurilor metalice cu îmbinări rezistente la avarii FREEDAM. ECCS - European Convention for Constructional Steelwork. |
Piluso, V., Rizzano, G., Latour, M., Montuori, R., Nastri, E., Francavilla, A. B., Di Benedetto, S., Landolfo, R., D'Aniello, M., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). POTRESNOODPORNO PROJEKTIRANJE JEKLENIH KONSTRUKCIJ S SIPANJEM V SPOJIH BREZ POŠKODB. ECCS - European Convention for Constructional Steelwork. |
Piluso, V., Rizzano, G., Latour, M., Montuori, R., Nastri, E., Francavilla, A. B., Simoes da Silva, L., Santiago, A., Santos, A. F., Jaspart, J.-P., & Demonceau, J.-F. (2022). Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM. ECCS - European Convention for Constructional Steelwork. |
 | Demonceau, J.-F., Golea, T., Jaspart, J.-P., Elghazouli, A., Khalil, Z., Santiago, A., Santos, A. F., Simoes da Silva, L., Kuhlmann, U., Skarmoutsos, G., Baldassino, N., Zandonini, R., Bernardi, M., Zordan, M., Dinu, F., Marginean, I., Jakab, D., Dubina, D., Wertz, F., ... Anwaar, O. (2021). Design recommendations against progressive collapse in steel and steel-concrete buildings. ECCS - European Convention for Constructional Steelwork. |
Demonceau, J.-F., Golea, T., Jaspart, J.-P., Elghazouli, A., Khalil, Z., Santiago, A., Santos, A. F., Simoes Da Silva, L., Kuhlmann, U., Skarmoutsos, G., Baldassino, N., Zandonini, R., Bernardi, M., Zordan, M., Dinu, F., Marginean, I., Jakab, D., Dubina, D., Wertz, F., ... Anwaar, O. (2021). RECOMANDĂRI DE PROIECTARE PENTRU REDUCEREA RISCULUI DE COLAPS PROGRESIV LA STRUCTURI ÎN CADRE DIN OȚEL ȘI COMPUSE OȚEL-BETON. ECCS - European Convention for Constructional Steelwork. |
Demonceau, J.-F., Golea, T., Jaspart, J.-P., Elghazouli, A., Khalil, Z., Santiago, A., Santos, A. F., Simos Da Silva, L., Kuhlmann, U., Skarmoutsos, G., Baldassino, N., Zandonini, R., Bernardi, M., Zordan, M., Dinu, F., Marginean, I., Jakab, D., Dubina, D., Wertz, F., ... Anwaar, O. (2021). KONZEPTE ZUR VERMEIDUNG EINES PROGRESSIVEN KOLLAPSES IN STAHL- UND VERBUNDKONSTRUKTIONEN BEI AUßERGEWÖHNLICHEN EINWIRKUNGEN. ECCS - European Convention for Constructional Steelwork. |
Demonceau, J.-F., Golea, T., Jaspart, J.-P., Elghazouli, A., Khalil, Z., Santiago, A., Santos, A. F., Simoes Da Silva, L., Kuhlmann, U., Skarmoutsos, G., Baldassino, N., Zandonini, R., Bernardi, M., Zordan, M., Dinu, F., Marginean, I., Jakab, D., Dubina, D., Wertz, F., ... Anwaar, O. (2021). RECOMMANDATIONS POUR LA CONCEPTION DE BÂTIMENTS MÉTALLIQUES ET MIXTES VIS-À-VIS DE LA RUINE PROGRESSIVE. ECCS - European Convention for Constructional Steelwork. |
Demonceau, J.-F., Golea, T., Jaspart, J.-P., Elghazouli, A., Khalil, Z., Santiago, A., Santos, A. F., Simoes da Silva, L., Kuhlmann, U., Skarmoutsos, G., Baldassino, N., Zandonini, R., Bernardi, M., Zordan, M., Dinu, F., Marginean, I., Jakab, D., Dubina, D., Wertz, F., ... Anwaar, O. (2021). RACCOMANDAZIONI DI PROGETTO NEI CONFRONTI DEL COLLASSO PROGRESSIVO DI STRUTTURE DI ACCIAIO E ACCIAIO-CALCESTRUZZO. ECCS - European Convention for Constructional Steelwork. |
Demonceau, J.-F., Golea, T., Jaspart, J.-P., Elghazouli, A., Khalil, Z., Santiago, A., Santos, A. F., Kuhlmann, U., Skarmoutsos, G., Baldassino, N., Zandonini, R., Bernardi, M., Zordan, M., Dinu, F., Marginean, I., Jakab, D., Dubina, D., Wertz, F., Weynand, K., ... Anwaar, O. (2021). RECOMENDAÇÕES PARA DIMENSIONAMENTO CONTRA O COLAPSO PROGRESSIVO EM ESTRUTURAS METÁLICAS E MISTAS AÇO-BETÃO. ECCS - European Convention for Constructional Steelwork. |
Demonceau, J.-F., Golea, T., Jaspart, J.-P., Elghazouli, A., Khalil, Z., Santiago, A., Santos, A. F., Simoes Da Silva, L., Kuhlmann, U., Skarmoutsos, G., Baldassino, N., Zandonini, R., Bernardi, M., Zordan, M., Dinu, F., Marginean, I., Jakab, D., Dubina, D., Wertz, F., ... Anwaar, O. (2021). KONSTRUKČNÍ DOPORUČENÍ K ZAMEZENÍ PROSTOROVÉHO ZŘÍCENÍ OCELOVÝCH A OCELOBETONOVÝCH KONSTRUKCÍ. ECCS - European Convention for Constructional Steelwork. |
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Boissonnade, N., Greiner, R., Jaspart, J.-P., & Lindner, J. (2006). Rules for Member Stability in EN 1993-1-1: Background documentation and design guidelines. Brussels, Belgium: ECCS European Convention for Constructional Steelwork. |
Bitar, D., Caramelli, S., Salvatore, W., Taucer, F., Jaspart, J.-P., Demonceau, J.-F., Haller, M., Grijalvo, J., Heise, F. J., Kindmann, R., Kraus, M., Hoffmeister, B., Oppe, M., & Stangenberg, H. (2006). Applicability of composite structures to sway frames. Luxembourg, Luxembourg: Office for Official Publications of the European Communities. |
Beyer, A., Bezas, M.-Z., Jaspart, J.-P., & Vayas, I. (2022). Nachweis von Einzel‐ und mehrteiligen Stäben aus gewalzten gleichschenkligen Winkelprofilen. In U. Kuhlmann, Stahlbau Kalender 2022: Türme und Maste, Brandschutz. Berlin, Germany: Ernst & Sohn GmbH. doi:10.1002/9783433611111.ch9 Peer reviewed |
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Jaspart, J.-P., & Maquoi, R. (2007). EUROCODE 3 EN 1993 Exemples d’application au calcul des structures en acier. In EUROCODE 3 EN 1993 Exemples d’application au calcul des structures en acier (pp. 20). Bruxelles, Belgium: Centre Information Acier. Peer reviewed |
Jaspart, J.-P., Maquoi, R., Demonceau, J.-F., Franssen, J.-M., Cajot, L.-G., & Debruyckere, R. (2007). Eurocode 4 EN 1994: Exemples d'application au calcul des structures mixtes acier - béton. In J.-P. Jaspart, R. Maquoi, J.-F. Demonceau, J.-M. Franssen, L.-G. Cajot, ... R. Debruyckere, Eurocode 4 EN 1994: Exemples d'application au calcul des structures mixtes acier - béton (pp. 8-74). Bruxelles, Belgium: Centre Information Acier. |
Jaspart, J.-P., Ungermann, D., Weynand, K., & Schmidt, B. (2005). Momententragfähige Anschlüsse mit oder ohne Steifen. In Stahlbau-Kalender 2005 (pp. 4). Berlin, Germany: Ernst&Sohn. |
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Jaspart, J.-P. (2001). Merchant-Rankine approach for the design of steel and composite sway building frames. In Festschrift Richard Greiner. |
Jaspart, J.-P. (2000). Idealisation of moment-rotation curves for structural joints. In Festschrift Helmut BODE (pp. 465-476). Ibidem-Verlag. |
Jaspart, J.-P. (2000). Chapter 2: Integration of joint actual behaviour into the frame analysis and design process. In Semi-rigidity in connections of structural steelworks: theory, analysis and design. Udine, Italy: Centre International des Sciences Mécaniques. |
Jaspart, J.-P., & Maquoi, R. (1999). Extension of characterisation procedures for structural joints to high strength steels. In Festschrift Ferdinand TSCHEMMERNEGG (pp. 213-224). |
Jaspart, J.-P. (1999). Design of composite joints for buildings (rédaction du Chapitre 9 et de l'annexe 5). In Design of composite joints for buildings. Bruxelles, Belgium: Convention Européenne de la construction métallique. |
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Jaspart, J.-P. (1992). Analysis and design of steel frames with semi-rigid joints. In Analysis and design of steel frames with semi-rigid joints. Brussels, Belgium: European Convention for Constructional Steelwork (ECCS). |
Maquoi, R., & Jaspart, J.-P. (1988). Modelling of the behaviour of column web panels in semi-rigid joints. In Miscellany dedicated to the 65th birthday of Academician Professor Dr. Nikola HAJDIN (pp. 97-106). |
 | Jaspart, J.-P. (1997). Contributions to recent advances in the field of steel joints. Column bases and further configurations for beam-to-column joints and column bases [Post doctoral thesis, ULiège - Université de Liège]. ORBi-University of Liège. https://orbi.uliege.be/handle/2268/30425 |
 | Jaspart, J.-P. (1991). Etude de la semi-rigidité des noeuds poutre-colonne et son influence sur la résistance et la stabilité des ossatures en acier [Doctoral thesis, ULiège - Université de Liège]. ORBi-University of Liège. https://orbi.uliege.be/handle/2268/30426 |
Jaspart, J.-P. (1985). Etude de la capacité portante des colonnes restreintes à leurs extrémités [Master’s dissertation, ULiège - Université de Liège]. ORBi-University of Liège. https://orbi.uliege.be/handle/2268/30421 |
  | Jaspart, J.-P., Huvelle, C., & Demonceau, J.-F. (2012). Gap analysis on robustness of tubular structures. CIDECT. |
 | Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Robustness of steel structures - Exercise: Application of different robustness approaches to a frame building structure. |
 | Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Robustness of steel structures - Homework: Application of different robustness approaches to a frame building structure. |
 | Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Robustness of steel structures - Exercise SOLUTION: Application of different robustness approaches to a frame building structure. |
Rossi, B., & Jaspart, J.-P. (2011). Valorisation action of plastic member capacity of semi-compact steel sections - a more economic design. |
| Boissonnade, N., Fleischer, O., Franssen, J.-M., Jaspart, J.-P., Maquoi, R., & Weynand, C. (2009). Design of Tubular Steel Sections. Training and Education for the Implementation of Eurocode 3. (Comité International pour le développement et l'Etude de la Construction Tubulaire, Module 6: Fire Design. Lecture 16: Introduction to fire design according to Eurocode 3). CIDECT. |
 | Jaspart, J.-P., Maquoi, R., & Demonceau, J.-F. (2006). Elements de construction mixte. |
Jaspart, J.-P. (2001). Comportement mécanique des assemblages structuraux en acier- Thème 2 Comportement mécanique des assemblages structuraux. |
 | Jaspart, J.-P. (2001). Influence des Assemblages sur la Conception d'une structure. |
 | Jaspart, J.-P., & Ceuterik, E. (2000). Outils européens pour l'enseignement de la construction métallique. |
Jaspart, J.-P., & Couchman, G. (2001). Uberblick uber die weiterbildungs und schulungsmethoden von stahlbau.-verbundbaukonstruktionen sowie EC3, EC4. |
 | Mpemba Nkole Kabongo, A., Jaspart, J.-P., & Demonceau, J.-F. (14 September 2022). Technical Study of Kongo‐Central Colonial Steel Houses Belonging to the DRC Patrimony. ce/papers, 5 (4), 1067-1074. doi:10.1002/cepa.1852 Editorial reviewed |
 | Golea, T., Santos, A. F., Jaspart, J.-P., Latour, M., Santiago, A., & Demonceau, J.-F. (2022). Design for robustness of steel structures with dissipative FREEDAM joints. Ingegneria Sismica, (2). Editorial reviewed |
 | Bezas, M.-Z., Demonceau, J.-F., Vayas, I., & Jaspart, J.-P. (2022). Compression tests on large angle columns in high‑strength steel. Steel Construction, (15). doi:10.1002/stco.202100051 |
