Saufnay, L., Jaspart, J.-P., & Demonceau, J.-F. (15 September 2024). Improvement of the prediction of the flexural buckling resistance of hot-rolled mild and high-strength steel members. Engineering Structures, 315, 118460. doi:10.1016/j.engstruct.2024.118460 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
D'Antimo, M., Latour, M., Rizzano, G., Demonceau, J.-F., & Jaspart, J.-P. (2018). Preliminary Study on Beam-To-Column Joints Under Impact Loading. Open Construction and Building Technology Journal, 12, 112-123. doi:10.2174/1874836801812010112 |
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 |
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 |
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 |
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 |
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 |
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 |
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. |
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 |
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 |
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 |
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 |
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. |
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 |
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 |
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 |
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 |
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. |
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. |
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. |
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 |
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 |
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 |
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. |
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 |
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. |
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 |
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. |
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 |
Jaspart, J.-P., Wald, F., Weynand, K., & Gresnigt, A. M. (2008). Steel column base classification. Heron, 53 (1/2). |
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 |
Wald, F., Sokil, Z., & Jaspart, J.-P. (2008). Base plate in bending and anchor bolts in tension. Heron, 53 (1/2). |
Wald, F., Sokol, Z., Steenhuis, C. M., & Jaspart, J.-P. (2008). Component method for steel column base plates. Heron, 53 (1/2). |
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) |
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. |
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 |
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 |
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 |
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 |
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. |
Jaspart, J.-P. (2002). Design of structural joints in building frames. Progress in Structural Engineering and Materials, 4 (1), 18-34. |
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. |
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 |
Wald, F., Jaspart, J.-P., sokol, Z., & Brown, D. (2000). Base Plate in Bending and Anchor Bolts in Tension. Journal of Constructional Steel Research. |
Braham, M., Cerfontaine, F., & Jaspart, J.-P. (1999). Calcul et conception économique des assemblages de profilés reconstitués soudés. Construction Métallique, (N°1), 5-24. |
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 |
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 |
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 |
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 |
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. |
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. |
Anderson, D., Colson, A., & Jaspart, J.-P. (1995). Connections and frame design for economy. Costruzioni Metalliche, n°4, 25-33. |
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. |
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Anderson, D., Colson, A., & Jaspart, J.-P. (1993). Connection and frames design for economy. Rakennustekniikka, 3/93, 7-10. |
Anderson, D., Colson, A., & Jaspart, J.-P. (1993). Connection and frame design for economy. New Steel Construction, 1 (N°6), 30-33. |
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Anderson, D., Colson, A., & Jaspart, J.-P. (1993). Connection and frame design for economy. Stavební Obzor, 10, 287-294. |
Jaspart, J.-P., Briquet, C., & Maquoi, R. (1993). Etude comparative des formules d'interaction poutre-poteau. Construction Métallique, n°4, 13-21. |
Jaspart, J.-P., Briquet, C., & Maquoi, R. (1993). Etude comparative des diverses formules d'interaction des barres comprimées fléchées. Construction Métallique. |
Jaspart, J.-P., & Maquoi, R. (1993). El analisis estructural semi-rigido: definicion, camp y mood de applicacion. Construcciones Metalicas y Caldereria, 28, 5-16. |
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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 |
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 |
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Maquoi, R., & Jaspart, J.-P. (1988). Mathematical modelling of semi-rigid joints in steel structures. Inzenyrski Stavby 2, 86-91. |
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 |
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) |
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. |
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. |
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. |
Carlevaris, R., Tartaglia, R., D’Aniello, M., Landolfo, R., Golea, T., Demonceau, J.-F., Jaspart, J.-P., Latour, M., & Piluso, V. (2024). Strengthening Details for Low-Damage Seismic Dissipative Beam-to-Column Joints in Case of Column Loss Scenario. In Lecture Notes in Civil Engineering. Springer Nature Switzerland. doi:10.1007/978-3-031-62888-7_27 |
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 |
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. |
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. |
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 |
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 |
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 |
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 |
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 |
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. |
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 |
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. |
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 |
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 |
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 |
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. |
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. |
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). |
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). |
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 |
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. |
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. |
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. |
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. |
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. |
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. |
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). |
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. |
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 |
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 |
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 |
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 |
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. |
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. |
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. |
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. |
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. |
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. |
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 |
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). |
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. |
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. |
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. |
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. |
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. |
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. |
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. |
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). |
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). |
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. |
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). |
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). |
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. |
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). |
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). |
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. |
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 |
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). |
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. |
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. |
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. |
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. |
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. |
Jaspart, J.-P., & Demonceau, J.-F. (2008). Composite joints in robust building frames. In Proceeding of the composite consruction in steel and concrete conference. |
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). |
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. |
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. |
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. |
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. |
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. |
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). |
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). |
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. |
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. |
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). |
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). |
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. |
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). |
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). |
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. |
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). |
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). |
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. |
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). |
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). |
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). |
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). |
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. |
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. |
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). |
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). |
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). |
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). |
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. |
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). |
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). |
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). |
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". |
Jaspart, J.-P. (2001). Eurocodes 3 et 4. In Journée Technique Construction Métallique (pp. 16-41). |
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. |
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). |
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). |
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). |
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). |
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). |
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). |
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). |
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). |
Jaspart, J.-P. (1998). Chairman's Overview: Joints in Steel and Composite Structures. In Proceedings of the COST C1 International Conference. |
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. |
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. |
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). |
WALD, F., & Jaspart, J.-P. (1998). Stiffness design of column bases. In Proceedings of the Second World Conference on Constructional Steel Design (pp. 245). |
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). |
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). |
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. |
Jaspart, J.-P., & Weynand, K. (1997). New concepts for the design of joints. In Proceedings of the 10th DASt-Forschungs-kolloquium Stahlbau. |
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). |
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). |
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). |
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). |
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. |
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). |
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). |
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. |
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. |
Guisse, S., & Jaspart, J.-P. (1995). Stress interaction in column webs. In Proceedings of the Ninth International Conference on Metal Structures (pp. 147-156). |
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). |
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). |
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. (1995). Distribution des efforts dans les assemblages. In Actes de la Journée d'études sur les assemblages dans la construction métallique. |
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). |
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). |
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). |
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). |
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). |
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). |
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). |
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). |
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). |
Jaspart, J.-P. (1992). Survey of the existing types of joint modelling. In Proceedings du Workshop COST C1 (pp. 370-381). |
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. |
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). |
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). |
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). |
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). |
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. |
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. |
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". |
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. |
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). |
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). |
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). |
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). |
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). |
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). |
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. |
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. |
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. |
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). |
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. |
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. |
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. |
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. |
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. |
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. |
Jaspart, J.-P., & Ceuterik, E. (2000). Enseignement de la construction métallique. Aspects structuraux [Poster presentation]. Journée Enseignement Acier, Bruxelles, Belgium. |
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. (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., 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). 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). Αντισεισμικός σχεδιασμός χαλύβδινων κατασκευών με συνδέσεις 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., 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. |
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., 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. |
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, 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. |
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, 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. |
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. |
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. |
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., Santiaga, 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). RECOMENDACIONES DE PROYECTO FRENTE AL COLAPSO PROGRESIVO EN EDIFICIOS DE ACERO Y DE ACERO-HORMIGÓN. ECCS - European Convention for Constructional Steelwork. |
Demonceau, J.-F., Golea, T., Jaspart, J.-P., Elghazouli, A., Khalil, Z., Santiago, A., Santo, 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). ZALECENIA PROJEKTOWE ZAPOBIEGAJĄCE WYSTĄPIENIU KATASTROFY POSTĘPUJĄCEJ BUDYNKÓW STALOWYCH I STALOWO-BETONOWYCH. 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). 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). 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., 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., 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. |
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. |
Piluso, V., Rizzano, G., Montuori, R., Latour, M., Francavilla, A. B., Nastri, Ferrante Cavallaro, G., Di Benedetto, S., Simoes da Silva, L., Santiago, A., Castellano, M. G., Di Fusco, D., Jaspart, J.-P., Demonceau, J.-F., D'Antimo, M., Landolfo, R., D'Aniello, M., Zimbru, M., Silva, J. M., & Guerra, I. (2019). Free from damage steel connections. Publication office of the European Union. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartagli, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., & Bompa, D. (2018). Broșurăinformativăpentru patrunoduri metalice precalificate seismic. ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., & Bompa, D. (2018). EQUALJOINTS PLUS - Volume with information borchures for 4 seimsically qualified joints. ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., & Bompa, D. (2018). EQUALJOINTS PLUS - Volume informativo sui nodi pre-qualifcati per le applicazioni sismiche. ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., & Bompa, D. (2018). EQUALJOINTS PLUS - Informatiebrochure voor 4 gekwalificeerde aardbevingsbestendige staalverbindingen. (ECCS). ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., & Bompa, D. (2018). EQUALJOINTS PLUS - Descritptif de 4 types d'assemblages préqualifiés pour la construction parasismique. ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., Bompa, D., Bleeck, L., & Bigelow, H. (2018). EQUALJOINTS PLUS - Sammelband mit informationsbroschüren für 4 seismisch qualifizierte anschlüsse. ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., Bompa, D., Jimenez, A., Real, E., & Mirambell, E. (2018). EQUALJOINTS PLUS - Volumen con boletines de informacion para 4 uniones calificadas para sismo. (ECCS). ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., Bompa, D., Kurikova, M., Kozich, M., & Wald, F. (2018). Předem kvalifikované styčníkypro ocelové konstrukce vystavené zemětřesení Návrh. ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., Bompa, D., Kurikova, M., Kozich, M., & Wald, F. (2018). Předem kvalifikované styčníky pro ocelové konstrukce vystavené zemětřesení Podklady. ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., Bompa, D., Moze, P., Piculin, S., & Zupan, N. (2018). Brošura z informacijamiza 4 potresno kvalificirane spoje. ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., Bompa, D., Oliveira, S., Pedrosa, B., Rebelo, C., & da Silva, L. S. (2018). EQUALJOINTS PLUS - Brochuras informativas relativas a 4 ligaçoes pré-qualificadas para zonas sismicas. (ECCS). ECCS. |
Landolfo, R., D'Aniello, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., Bompa, D., Vayas, I., Thanopoulos, P., Bezas, M.-Z., Chatzidaki, A., Tsarpalis, P., Tsarpalis, D., & Vlachakis, K. (2018). Τόμος με ενημερωτικά φυλλάδια για τέσσερις σεισμικά πιστοποιημένους μεταλλικούς κόμβους. ECCS. |
Landolfo, R., D'Aniello, M., Tartaglia, R., Constanzo, S., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jaka, D., Dubina, D., Elghazouli, A., & Bompa, D. (2018). EQUALJOINTS PLUS - Volume with pre-normative design recommendations for seismically qualified steel joints. ECCS. |
Landolfo, R., D'Aniello, M., Tartaglia, R., Costanzo, S., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jaka, D., Dubina, D., Elghazouli, A., & Bompa, D. (2018). Том с предварителни нормативни изисквания за проектиране на сеизмично квалифицирани стоманени възли. ECCS. |
Landolfo, R., D'Aniello, M., Tartaglia, R., Costanzo, S., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jaka, D., Dubina, D., Elghazouli, A., & Bompa, D. (2018). EQUALJOINTS PLUS - Informatiebrochure met prenormatieve ontwerpaanbevelingen voor op aardbevingen gekwalificeerde staalverbindingen. (ECCS). ECCS. |
Landolfo, R., D'Aniello, M., Tartaglia, R., Costanzo, S., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jaka, D., Dubina, D., Elghazouli, A., & Bompa, D. (2018). EQUALJOINTS PLUS - Documento pre-normativo e linee guida per il progetto sismico dei nodi trave-colonna prequalificati. ECCS. |
Landolfo, R., D'Aniello, M., Tartaglia, R., Costanzo, S., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jaka, D., Dubina, D., Elghazouli, A., Bompa, D., Bleeck, L., & Bigelow, H. (2018). EQUALJOINTS PLUS - Semmelband mit pränormativen bemessungsempfehlungen für seismisch qualifizierte stahlanschlüsse. ECCS. |
Landolfo, R., D'Aniello, M., Tartaglia, R., Costanzo, S., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jaka, D., Dubina, D., Elghazouli, A., Bompa, D., Moze, P., Piculin, S., & Zupan, N. (2018). Priporočila za projektiranje potresno kvalificiranih spojev. ECCS. |
Landolfo, R., D'Aniello, M., Tartaglia, R., Costanzo, S., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jaka, D., Dubina, D., Elghazouli, A., Bompa, D., Oliveira, S., Pedrosa, B., Rebelo, C., & da Silva, L. S. (2018). EQUALJOINTS PLUS - Recomendaçoes de calculo pré-normativas relativas a juntas metalicas pré-qualificadas para zonas sismicas. (ECCS). ECCS. |
Landolfo, R., D'Aniello, M., Tartaglia, R., Costanzo, S., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jaka, D., Dubina, D., Elghazouli, A., Bompa, D., Vayas, I., Thanopoulos, P., Bezas, M.-Z., Chatzidaki, A., Tsarpalis, P., Tsarpalis, D., & Vlachakis, K. (2018). Τόμος με προ-κανονιστικές συστάσεις σχεδιασμού για σεισμικά πιστοποιημένους μεταλλικούς κόμβους. ECCS. |
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Landolfo, R., D'Aniello, M., Tartaglia, R., Costanzo, S., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., & Bompa, D. (2018). EQUALJOINTS PLUS Recommandations pré-normatives pour le calcul parasismique d'assemblages pré-qualifiés en construction métallique. ECCS. |
Landolfo, R., D'Aniello, M., Tartaglia, R., Costanzo, S., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., Bompa, D., Arrayago, I., & Mirambell, E. (2018). EQUALJOINTS PLUS - Volumen con recomendaciones prenormativas de diseno para uniones de acero calificadas para simso. (ECCS). ECCS. |
Landolfo, R., D'Anillo, M., Costanzo, S., Tartaglia, R., Demonceau, J.-F., Jaspart, J.-P., Stratan, A., Jakab, D., Dubina, D., Elghazouli, A., & Bompa, B. (2018). Том с информационни брошури за 4 типа сеизмично квалифицирани възли. ECCS. |
Kuhlmann, U., Hoffman, N., Jaspart, J.-P., Demonceau, J.-F., Zandonini, R., Baldassino, N., Hoffmeister, B., Colomer, C., Korndorfer, J., Hanus, F., Charlier, M., Hjiaj, M., & Guezouli, S. (2017). Robust impact design of stel and composite building structures. European Commission. |
D'Aniello, M., Costanzo, S., Tartaglia, R., Stratan, A., Dubina, D., Vulcu, C., Maris, C., Zub, C., Da Silva, L., Rebelo, C., Augusto, H., Shahbazian, A., Gentili, F., Jaspart, J.-P., Demonceau, J.-F., Van Hoang, L., Elghazouli, A., Tsitos, A., Vassart, O., ... Landolfo, R. (2016). European pre-qualified steel joints. European Commission. |
Jaspart, J.-P., & Weynand, K. (2016). Design of joints in steel and composite structures. Brussels, Belgium: Ernst & Sohn, a Wiley branch. doi:10.1002/9783433604762 |
Dubina, D., Vulcu, C., Stratan, A., Ciutina, A., Grecea, D., Loan, A., Tremeea, A., Braconi, A., Fulop, L., Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Comeliau, L., Kuhlmann, U., Kleiner, A., Rasche, C., Landolfo, R., D'aniello, M., Portioli, F., ... Ferrini, M. (2015). High strength steel in seismic resistant building frames (HSS-SERF). Bruxelles, Belgium: Commission Européenne. doi:10.2777/725123 |
Veljkovic, M., Andrade, P., Heistermann, T., Jaspart, J.-P., Demonceau, J.-F., Van Long, H., Carrasco, C., Castano, M., Lopez Vega, A., da Silva, L., Rebelo, C., Vicente, G., Lundholm, N., Lundholm, A., Lundholm, J., Pak, D., Pyschny, D., Arseniev, M., Remde, C., & Herion. (2014). Optimization of frames for effective assembling. European Commission. |
Aleksievska, J. H., Aleksovska, M., Altay Askar, G., Aras, F., Arion, C., Atmaca, S., Attari, N. E., Beg, D., Birouk, A., Bouzid, F., Bozer, A., Iben Brahim, A., Cherraj, M., Chemrouk, M., Colanzi, F., Calado, L., Cohen, O., Cretu, D., D'Aniello, M., ... Zelkha, M. (2012). FP6 PROHITECH project: Volume 6: Seismic protection of historical buildings: application and design. Polimetrica. |
Aleksievska, J. H., Altay Askar, G., Arion, C., Attari, N. E., Beg, D., Birouk, A., Bouzid, F., Bozer, A., Bozinovski, Z., Calado, L., Chemrouk, M., Cioboiu, F., Della Corte, G., De Matteis, G., Demonceau, J.-F., Denkovska, L., Derradj, Z., Dumova-Jovanoska, E., El Hammoumi, A., ... Viskovic, A. (2012). FP6 PROHITECH project: Volume 1: Intervention strategies for the seismic protection of historical building heritage in the Mediterranean basin. Polimetrica. |
Aleksovska, M., Altay Askar, G., Aras, F., Beg, D., Birouk, A., Bozer, A., Brando, G., Calado, L., Campitiello, F., Churilov, S., Colanzi, F., D'Aniello, M., Dasiou, M.-E., Della Corte, G., De Matteis, G., Demonceau, J.-F., Dogariu, A., Dubina, D., Dumova-Jovanoska, E., ... Vayas, I. (2012). FP6 PROHITECH project: Volume 4: Seismic Protection of historical buildings: numerical analysis. Polimetrica. |
Altay Askar, G., Arion, C., Barrecchia, E., Beg, D., Bordea, S., Bozer, A., Brando, G., Calado, L., Daescu, C., Dan, D., D'Aniello, M., Della Corte, G., De Matteis, G., Demonceau, J.-F., Dogaru, A., Dubina, D., Fiorino, L., Florut, C., Formisano, A., ... Vayas, I. (2012). FP6 PROHITECH project: Volume 5: Seismic protection of historical buildings: calculation models. Polimetrica. |
Arangelovski, T., Altay Askar, G., Aras, F., Arion, C., Beg, D., Birouk, A., Bozer, A., Brando, G., Calado, L., Cherraj, M., Chesca, B., Colanzi, F., Cotofana, D., Daescu, C., Dan, D., Dasiou, M. E., D'Aniello, M., Della Corte, G., De Matteis, G., ... Vayas, I. (2012). FP6 PROHITECH project: Volume 3: Seismic Protection of historical buildings: experimental activity. Polimetrica. |
Bursi, O., Kumar, A., Demofonti, G., Zilli, G., Tamponi, G. M., Ferino, J., Guvaia, H., Maia, C., Rivera, S., Alvarez, R., Lezcano, R., Johansson, E., Fuertes, N., Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Ly, D. P. L., Karamanos, S., Perdikaris, P., ... Sommariva, M. (2012). Design and integrity assessment of high strength tubular structures for extreme loading conditions. Bruxelles, Belgium: European Commission. |
Demonceau, J.-F., Hoang, V. L., Jaspart, J.-P., Sommariva, M., Maio, D., Zilli, G., Demofonti, G., Ferino, J., Pournara, A.-E., Varelis, G. E., Papatheocharis, C., Perdikaris, P., Pappa, P., Karamanos, S. A., Ferrario, F., Bursi, O. S., & Zanon, G. (2012). PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS. Bruxelles, Belgium: Communauté Européenne. |
Demonceau, J.-F., Huvelle, C., Coméliau, L., Hoang, V. L., Jaspart, J.-P., Fang, C., Izzuddin, B., Elghazouli, A. Y., Nethercot, D. A., Zhao, B., Taillefer, N., Dhima, D., Gens, F., Haremza, C., Santiago, A., Da Silva, L., & Obiala, R. (2012). Robustness of car parks against localised fire. Bruxelles, Belgium: Communauté Européene. |
Jaspart, J.-P., Demonceau, J.-F., Renkin, S., & Guillaume, M. L. (2009). European design recommendations for simple joints in steel structures. Bruxelles, Belgium: ECCS (European Convention for Constructional Steelwork). |
Jaspart, J.-P., Maquoi, R., & Weynand, K. (2009). Design of tubular steel structures - Training and education material for the implementation of EN version of Eurocode 3. CIDECT. |
Bursi, O., Ferrario, F., Haller, M., Lennon, T., Bianco, L., Mallardo, R., Demonceau, J.-F., Franssen, J.-M., Jaspart, J.-P., Hanus, F., Bayo, E., Garcia, J., Alderighi, E., Braconi, A., & Salvatore, W. (2008). Prefabricated composite beam-to-concrete filled tube or partially reinforced-concrete-encased column connections for severe seismic and fire loadings. Bruxelle, Belgium: European Commission. |
Kuhlmann, U., Rolle, L., Jaspart, J.-P., Demonceau, J.-F., Vassart, O., Weynand, K., Ziller, C., Busse, E., Lendering, M., Zandonini, R., & Baldassino, N. (2008). Robust structures by joint ductility. Bruxelle, Belgium: European Commission. |
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. |
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. |
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 |
Demonceau, J.-F., & Jaspart, J.-P. (2017). Joints in building structures subjected to exceptional events. In Stahlbau, holzbau und Verbundbau - Festschrift zum 60. Geburtstag von Uni.-Prof. Dr.-Ing. Ulrike Kuhlmann (pp. 291-296). Ernst & Sohn. |
Hoang, V. L., Demonceau, J.-F., & Jaspart, J.-P. (2013). INNOVATIVE BOLTED BEAM-TO-COLUMN JOINTS IN MOMENT RESISTANT BUILDING FRAME: FROM EXPERIMENTAL TESTS TO DESIGN GUIDELINES. In D. Dubina, R. Landolfo, A. Stratan, ... C. Vulcu (Eds.), Application of High Strength Steels in Seismic Resistant Structures. Timisaora, Romania: Orizonturi Universitare. |
Jaspart, J.-P. (2010). Design of connections in steel and composite structures. In ECCS Eurocode Design Manuals. Convention Européenne de la Construction Métallique (CECM). |
Jaspart, J.-P., Renkin, S., & Guillaume, M. L. (2009). European recommendations for the design of simple joints. In European recommendations for the design of simple joints. Convention Européenne de la Construction métallique (CECM). |
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. |
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. |
Jaspart, J.-P. (2003). Chapitre 9 et annexe 5 de la version française 109 FR de la publication 109 de la Convention Européenne de la Construction Métallique: Conception et calcul des assemblages mixtes de bâtiments. In Conception et calcul des assemblages mixtes de bâtiments. France: CTICM. |
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). Recent advances in the field of structural steel joints and their representation in the building frame analysis and design process. In Recent advances in the field of structural steel joints and their representation in the building frame analysis and design process. Publications des Communautés Européennes (COST). |
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. |
Jaspart, J.-P. (1999). Control of the semi-rigid behaviour of civil engineering structural connections. In Control of the semi-rigid behaviour of civil engineering structural connections. |
Jaspart, J.-P. (1999). Composite steel-concrete joints in frames for buildings: Design provisions. In Composite steel-concrete joints in frames for buildings: Design provisions. Publications des Communautés Européennes (COST). |
Jaspart, J.-P. (1999). Column bases in steel building frames. In Column bases in steel building frames. Publications des Communautés Européennes. |
Braham, M., Cerfontaine, F., Jaspart, J.-P., & Krier, V. (1998). Wirtschaftliche Ausführung von Verbindungen geschweisster Vollwandträger nach Eurocode 3. In Festschrift Joachim LINDER (pp. 77-86). |
Jaspart, J.-P. (1997). Frame design including joint behaviour. In Frame design including joint behaviour. European Convention for Steel and Coal. |
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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. https://orbi.uliege.be/handle/2268/134252 |
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. |
Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Robustness of steel structures - Exercise: 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. |
Farhoud, H., Bezas, M.-Z., Demonceau, J.-F., Jaspart, J.-P., & Vayas, I. (September 2024). Buckling Strength of Rolled Angles: Comparison between International Codes. Journal of Structural Engineering, 150 (9). doi:10.1061/jsendh.steng-12984 |
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 |
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). |
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 |