Publications et communications de Jean-Pierre Jaspart

LégendeIndices bibliométriques liés à la revue (pour celles dont l'ISSN a été indiqué par l'auteur) IF = Impact factor Thomson ISI. Sont indiqués : IF de l’année de publication et IF de la dernière édition du JCR (last), « ? » si pas encore connu d'ORBi ; « - »  si inexistant. IF5 : idem que IF mais pour une période de 5 ans (nouvel indice depuis 2009). EigenF = EigenFactor (voir : http://www.eigenfactor.org/). Article Infl. = Article Influence : EigenFactor divisé par le nombre d’articles publiés dans cette revue. En savoir plus ? http://orbi.ulg.ac.be/rpt#revIndices bibliométriques liés à l'article ORBi viewed = nombre total de visualisations de la référence sur ORBi (dont X en interne à l'ULiège). ORBi downloaded = nombre total de téléchargements du texte intégral via ORBi, y compris tirés à part. SCOPUS® = nombre de citations du document repérées par SCOPUS®. En savoir plus ? http://orbi.ulg.ac.be/rpt#art(Avertissement : en fonction des disciplines, certains indicateurs bibliométriques peuvent ne pas se révéler pertinents)__________________________________ , , etc: texte intégral du document disponible en Open Access , , etc: texte intégral du document disponible en accès restreint Peer reviewed (vérifié par ORBi) : l'information est présente dans la base ORBi des périodiques

1. Thèses et mémoires

1.a. Thèses d'agrégation de l'enseignement supérieur

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. Unpublished post doctoral thesis (Agrégation de l'enseignement supérieur), Université de Liège, ​​Belgique.
ORBi viewed: 490 (17 ULiège) ; downloaded: 284 (6 ULiège) — SCOPUS®: -

1.b. Thèses de doctorat

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. Unpublished doctoral thesis, Université de Liège, ​​Belgique.
ORBi viewed: 526 (40 ULiège) ; downloaded: 1352 (23 ULiège) — SCOPUS®: -

3. Articles dans des revues scientifiques avec peer reviewing

3.a. À portée internationale

En tant que premier ou dernier auteur

Demonceau, J.-F., Comeliau, L., Hoang, V. L., & Jaspart, J.-P. (2016). How can a steel structure survive to impact loading? Numerical and analytical investigations. Open Civil Engineering Journal (The), 10.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 151 (39 ULiège) ; downloaded: 16 (12 ULiège)
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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 191 (7 ULiège) ; downloaded: 39 (3 ULiège) — SCOPUS®: 0
IF 2014: 1.321; last: 1.702; IF5: 2.033 — EigenF 2014: 0.008; last: 0.008 — Article Infl. 2014: 0.5; last: 0.5
Hoang, V. L., Demonceau, J.-F., & Jaspart, J.-P. (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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 136 (13 ULiège) ; downloaded: 125 (5 ULiège) — SCOPUS®: 3 (2 sans les autocitations)
IF 2013: 1.37; last: 1.702; IF5: 2.033 — EigenF 2013: 0.010; last: 0.008 — Article Infl. 2013: 0.6; last: 0.5
Demonceau, J.-F., & Jaspart, J.-P. (2013, May). A NEW SIMPLIFIED ANALYTICAL DESIGN METHOD FOR STEEL AND COMPOSITE SWAY FRAMES. Journal of Constructional Steel Research.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 297 (92 ULiège) ; downloaded: 269 (32 ULiège) — SCOPUS®: 1 (1 sans les autocitations)
IF 2013: 1.37; last: 1.702; IF5: 2.033 — EigenF 2013: 0.010; last: 0.008 — Article Infl. 2013: 0.6; last: 0.5
Demonceau, J.-F., & Jaspart, J.-P. (2010). Experimental test simulating a column loss in a composite frame. Advanced Steel Construction, 6(Number 3), 891-913.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 346 (44 ULiège) ; downloaded: 579 (26 ULiège) — SCOPUS®: 20 (16 sans les autocitations)
IF 2010: 0.296; last: 0.346; IF5: 0.519 — EigenF 2010: <0.001; last: <0.001 — Article Infl. 2010: 0.3; last: 0.3
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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 259 (23 ULiège) ; downloaded: 1196 (9 ULiège) — SCOPUS®: 3 (3 sans les autocitations)
IF 2008: 0.841; last: 1.702; IF5: 2.033 — EigenF 2008: 0.006; last: 0.008 — Article Infl. 2008: 0.5; last: 0.5
Demonceau, J.-F., & Jaspart, J.-P. (2004). Recent investigations on composite sway frames. Journal of Civil Engineering & Management, X(1), 15-23.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 55 (13 ULiège) ; downloaded: 30 (4 ULiège) — SCOPUS®: 0
IF 2004: -; last: 1.53; IF5: 1.419 — EigenF 2004: -; last: 0.001 — Article Infl. 2004: -; last: 0.3
Braham, M., Cerfontaine, F., & Jaspart, J.-P. (1999). Calcul et conception économique des assemblages de profilés reconstitués soudés. Construction Métallique, (N°1), 5-24.
Peer reviewed
ORBi viewed: 114 (2 ULiège) ; downloaded: 1601 (4 ULiège) — SCOPUS®: -
Jaspart, J.-P., & Vandegans, D. (1997). Application de la méthode des composantes aux pieds de poteaux. Première partie: Expérimentation et développement d'un modèle de calcul de résistance. Construction Métallique, n°2, 3-17.
Peer reviewed
ORBi viewed: 50 (2 ULiège) ; downloaded: 1410 (2 ULiège) — SCOPUS®: -
Jaspart, J.-P., & Vandegans, D. (1997). Application de la méthode des composantes aux pieds de poteaux. Seconde partie: Développement d'un modèle mécanique de caractérisation. Construction Métallique, N°3, 3-13.
Peer reviewed
ORBi viewed: 50 (3 ULiège) ; downloaded: 72 (1 ULiège) — SCOPUS®: -
Anderson, D., Colson, A., & Jaspart, J.-P. (1994). Calcul d'ossatures et Assembleges : Considération Economiques. Constructions Métalliques, (1).
Peer reviewed
ORBi viewed: 42 ; downloaded: 71 (4 ULiège) — SCOPUS®: -
Jaspart, J.-P., Briquet, C., & Maquoi, R. (1993). Etude comparative des diverses formules d'interaction des barres comprimées fléchées. Construction Métallique.
Peer reviewed
ORBi viewed: 21 ; downloaded: 133 — SCOPUS®: -
Anderson, D., Colson, A., & Jaspart, J.-P. (1993). Connection and frame design for economy. Construction Métallique, n°1, 45-52.
Peer reviewed
ORBi viewed: 19 (1 ULiège) ; downloaded: 216 — SCOPUS®: -
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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 31 (1 ULiège) ; downloaded: 69 (1 ULiège) — SCOPUS®: 11 (11 sans les autocitations)
IF 1991: ?; last: 1.702; IF5: 2.033 — EigenF 1991: -; last: 0.008 — Article Infl. 1991: -; last: 0.5
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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 21 (1 ULiège) ; downloaded: 111 — SCOPUS®: 5 (5 sans les autocitations)
IF 1990: ?; last: 1.702; IF5: 2.033 — EigenF 1990: -; last: 0.008 — Article Infl. 1990: -; last: 0.5
Jaspart, J.-P., & De Ville De Goyet, V. (1988). Etude expérimentale et numérique du comportement des structures composées de barres à assemblages semi-rigides. Construction Métallique, N°2, 31-49.
Peer reviewed
ORBi viewed: 48 (9 ULiège) ; downloaded: 274 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P., Maquoi, R., & Skaloud, M. (1986). Etat limite de service des poutres métalliques sollicitées en flexion simple. Construction Métallique, n°3, 3-15.
Peer reviewed
ORBi viewed: 80 (3 ULiège) ; downloaded: 178 — SCOPUS®: 0

En tant que co-auteur

Bucmys, Z., Daniunas, A., Jaspart, J.-P., & Demonceau, J.-F. (in press). A component method for cold-formed steel beam-to-column bolted gusset plate joints. Thin-Walled Structures.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 144 (9 ULiège) ; downloaded: 1 — SCOPUS®: -
IF last: 2.063; IF5: 2.158 — EigenF last: 0.006 — Article Infl. last: 0.5
Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 45 (7 ULiège) ; downloaded: 0 — SCOPUS®: -
Hoang, V. L., Nguyen, D.-H., Jaspart, J.-P., & Demonceau, J.-F. (2015). An overview of the plastic‑hinge analysis of 3D steel frames. Asia Pacific Journal on Computational Engineering, 2:4.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 70 (12 ULiège) ; downloaded: 321 (18 ULiège) — SCOPUS®: -
Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (2015). Extended end-plate to concrete- filled rectangular column joint using long bolts. Journal of Constructional Steel Research, 113.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 66 (15 ULiège) ; downloaded: 4 (4 ULiège) — SCOPUS®: 4 (1 sans les autocitations)
IF 2015: 1.702; last: 1.702; IF5: 2.033 — EigenF 2015: 0.010; last: 0.010 — Article Infl. 2015: 0.6; last: 0.6
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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 118 (44 ULiège) ; downloaded: 105 (21 ULiège) — SCOPUS®: 4 (3 sans les autocitations)
IF 2015: 1.893; last: 1.893; IF5: 2.275 — EigenF 2015: ?; last: 0.024 — Article Infl. 2015: ?; last: 0.7
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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 70 (14 ULiège) ; downloaded: 150 (9 ULiège) — SCOPUS®: 0
IF 2015: 1.702; last: 1.702; IF5: 2.033 — EigenF 2015: ?; last: 0.008 — Article Infl. 2015: ?; last: 0.5
Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (2014, September). Hammer head beam solution for beam-to-column joints in seismic resistant building frames. Journal of Constructional Steel Research.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 74 (16 ULiège) ; downloaded: 155 (5 ULiège) — SCOPUS®: 2 (2 sans les autocitations)
IF 2014: 1.321; last: 1.702; IF5: 2.033 — EigenF 2014: 0.008; last: 0.008 — Article Infl. 2014: 0.5; last: 0.5
Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (2013). Behaviour of bolted flange joints in tubular structures under monotonic, repeated and fatigue loadings I: Experimental tests. Journal of Constructional Steel Research, 85.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 206 (18 ULiège) ; downloaded: 1094 (7 ULiège) — SCOPUS®: 7 (7 sans les autocitations)
IF 2013: 1.37; last: 1.702; IF5: 2.033 — EigenF 2013: 0.010; last: 0.008 — Article Infl. 2013: 0.6; last: 0.5
Rossi, B., Jaspart, J.-P., & Rasmussen, K. J. R. (2010). Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Design. Journal of Structural Engineering, 136(4), 361-369.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 115 (32 ULiège) ; downloaded: 13 (6 ULiège) — SCOPUS®: 25 (13 sans les autocitations)
IF 2010: 0.834; last: 1.7; IF5: 2.021 — EigenF 2010: 0.013; last: 0.011 — Article Infl. 2010: 0.8; last: 0.8
Rossi, B., Jaspart, J.-P., & Rasmussen, K. J. R. (2010). Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Experimental investigations. Journal of Structural Engineering, 136(4), 354-360.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 85 (21 ULiège) ; downloaded: 4 (3 ULiège) — SCOPUS®: 29 (23 sans les autocitations)
IF 2010: 0.834; last: 1.7; IF5: 2.021 — EigenF 2010: 0.013; last: 0.011 — Article Infl. 2010: 0.8; last: 0.8
Wald, F., Jaspart, J.-P., sokol, Z., & Brown, D. (2000). Base Plate in Bending and Anchor Bolts in Tension. Journal of Constructional Steel Research.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 41 ; downloaded: 3068 — SCOPUS®: -
IF 2000: 0.418; last: 1.702; IF5: 2.033 — EigenF 2000: 0.004; last: 0.008 — Article Infl. 2000: 0.5; last: 0.5

3.b. À portée nationale

En tant que premier ou dernier auteur

Jaspart, J.-P. (2002). Design of structural joints in building frames. Progress in Structural Engineering and Materials, 4(1), 18-34.
Peer reviewed
ORBi viewed: 53 (3 ULiège) ; downloaded: 11 (2 ULiège) — SCOPUS®: -

En tant que co-auteur

D'Antimo, M., Demonceau, J.-F., Jaspart, J.-P., Latour, M., & Rizzano, G. (2017). Experimental and theoretical analysis of shear bolted connections for tubular structures. Journal of Constructional Steel Research, 138, 264-282.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 49 (4 ULiège) ; downloaded: 1 (1 ULiège) — SCOPUS®: 0
IF 2017: ?; last: 1.702; IF5: 2.033 — EigenF: — Article Infl.:
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 [=Revue de Métallurgie. Cahiers d'Informations Techniques], 64-65.
Peer reviewed
ORBi viewed: 43 (3 ULiège) ; downloaded: 38 (3 ULiège) — SCOPUS®: -
IF 2002: 0.127; last: 0.432; IF5: 0.216 — EigenF 2002: 0.002; last: <0.001 — Article Infl. 2002: 0.1; last: <0.1

5. Ouvrages

5.a. En tant qu'auteur ou co-auteur

Jaspart, J.-P., & Weynand, K. (2016). Design of joints i steel and composite structures. Brussels, Belgium: Ernst & Sohn, a Wiley brand.
ORBi viewed: 154 (20 ULiège) — SCOPUS®: 1 (1 sans les autocitations)
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., Beg, D., Cermelj, B., Moze, P., da Silva, L., Rebelo, C., Tenchini, A., Kesti, J., Salvatore, W., Caprili, S., & Ferrini, M. (2015). High strength steel in seismic resistant building frames (HSS-SERF). Bruxelles, Belgium: Commission Européenne.
ORBi viewed: 299 (22 ULiège) ; downloaded: 679 (7 ULiège) — SCOPUS®: -
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.
ORBi viewed: 103 (34 ULiège) ; downloaded: 91 (7 ULiège) — SCOPUS®: -
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.
ORBi viewed: 130 (19 ULiège) ; downloaded: 192 (7 ULiège) — SCOPUS®: -
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., Pournara, A., Varelis, G., Papatheocharis, C., Maio, D., & Sommariva, M. (2012). Design and integrity assessment of high strength tubular structures for extreme loading conditions. Bruxelles, Belgium: European Commission.
ORBi viewed: 179 (9 ULiège) ; downloaded: 318 (7 ULiège) — SCOPUS®: -
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., Gioncu, V., Nagy-Gyorgy, T., Jaspart, J.-P., Kourkoulis, S., Landolfo, R., Ly, L., Lungu, D., Mandara, A., Marinelli, A., Mazzolani, F. M., Mosoarca, M., Panao, A. S., Panico, S., Papanicolopulos, S.-A., Pavlovcic, L., Portioli, F., Proença, J. M., Ramundo, F., Spina, G., Stoian, V., Stratan, A., Thanopoulos, P., & Vayas, I. (2012). FP6 PROHITECH project: Volume 5: Seismic protection of historical buildings: calculation models. Polimetrica.
ORBi viewed: 172 (9 ULiège) — SCOPUS®: -
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., Dasiou, M.-E., Della Corte, G., De Matteis, G., Demonceau, J.-F., Derradj, Z., Dogariu, A., Dumova-Jovanoska, E., Dubina, D., Eboli, A., El Hammoumi, A., El Harrouni, K., El Mouraouah, A., El Zahabi, M., Faggiano, B., Fiorino, L., Formisano, A., Gioncu, V., Gramatikov, K., Grippa, M. R., Gueraoui, K., Güneyisi, E. M., Iben Brahim, A., Jaspart, J.-P., Kasmi, M., Kerroum, M., Kokalanov, G., Krstevska, L., Landolfo, R., Lazarov, L., Levy, R., Lungu, D., Mandara, A., Mammana, O., Manzo, A., Marcu, D., Mazzolani, F. M., Mazzolani, S. M., Moze, P., Nsieri, E., Panico, S., Papageorgiou, M., Papantonopoulos, K., Portioli, F., Popp, T., Proença, J. M., Psycharis, I. N., Ramundo, F., Rutenberg, A., Sanri, I., Sendova, V., Skuber, P., Spina, G., Stoian, V., Tashkov, L., Todorov, K., Toto, E. A., Troisi, M., Tulei, E., Vayas, I., Vilnay, M., & Zelkha, M. (2012). FP6 PROHITECH project: Volume 6: Seismic protection of historical buildings: application and design. Polimetrica.
ORBi viewed: 229 (14 ULiège) — SCOPUS®: -
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).
ORBi viewed: 588 (29 ULiège) — SCOPUS®: -
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, Belgique: European Commission.
ORBi viewed: 224 (23 ULiège) ; downloaded: 113 (6 ULiège) — SCOPUS®: -
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, Belgique: European Commission.
ORBi viewed: 150 (20 ULiège) ; downloaded: 47
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: ECCS European Convention for Constructional Steelwork.
ORBi viewed: 1248 (10 ULiège) — SCOPUS®: -
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.
ORBi viewed: 47 (17 ULiège) — SCOPUS®: -

5.b. En tant qu’éditeur scientifique ou directeur de publication

Schaur, C., Mazzolani, F., Huber, G., De Matteis, G., Trumpf, H., Koukkari, H., Jaspart, J.-P., & Bragança, L. (2005). Improvement of Buildings'Structural Quality by New Technologies - Proceedings of the Final COST C12 Conference. Leiden: A.A. Balkema Publishers.
ORBi viewed: 54 (5 ULiège) — SCOPUS®: -
Schaur, C., Mazzollani, F., Huber, G., de Matteis, G., Trumpf, H., Koukkari, H., Jaspart, J.-P., & Braganca, L. (2005). Improvement of Buildings' Structural Quality by New Technologies - Outcome of the Cooperative Activities within COST C12. Leiden: A.A. Balkema Publishers.
ORBi viewed: 21 (4 ULiège) — SCOPUS®: -

6. Chapitres et parties d’ouvrages collectifs

6.a. Chapitres

Demonceau, J.-F., & Jaspart, J.-P. (2017). Joints in building structures subjected to exceptional events. Stahlbau, holzbau und Verbundbau - Festschrift zum 60. Geburtstag von Uni.-Prof. Dr.-Ing. Ulrike Kuhlmann (pp. 291-296). Ernst & Sohn.
Peer reviewed
ORBi viewed: 26 (2 ULiège) ; downloaded: 1 (1 ULiège)
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.
ORBi viewed: 93 (8 ULiège) ; downloaded: 238 (4 ULiège) — SCOPUS®: -
Jaspart, J.-P., Renkin, S., & Guillaume, M. L. (2009). European recommendations for the design of simple joints. European recommendations for the design of simple joints. Convention Européenne de la Construction métallique (CECM).
Peer reviewed
ORBi viewed: 105 (7 ULiège) — SCOPUS®: -
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, Belgique: Centre Information Acier.
ORBi viewed: 611 (34 ULiège) — SCOPUS®: -
Jaspart, J.-P., Ungermann, D., Weynand, K., & Schmidt, B. (2005). Momententragfähige Anschlüsse mit oder ohne Steifen. Stahlbau-Kalender 2005 (pp. 4). Berlin, Allemagne: Ernst&Sohn.
ORBi viewed: 144 (1 ULiège) — SCOPUS®: -
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. Conception et calcul des assemblages mixtes de bâtiments. France: CTICM.
ORBi viewed: 35 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P. (1999). Column bases in steel building frames. Column bases in steel building frames. Bruxelles/Luxembourg: Publications des Communautés Européennes.
ORBi viewed: 301 (4 ULiège) — SCOPUS®: -
Jaspart, J.-P. (1999). Composite steel-concrete joints in frames for buildings: Design provisions. Composite steel-concrete joints in frames for buildings: Design provisions. Bruxelles/Luxembourg: Publications des Communautés Européennes (COST).
ORBi viewed: 37 (3 ULiège) — SCOPUS®: -
Jaspart, J.-P. (1996). Composite steel-concrete joints in braced frames for buildings. Composite steel-concrete joints in braced frames for buildings. Bruxelles/Luxembourg: Publication des Communautés Européennes.
ORBi viewed: 44 (2 ULiège) — SCOPUS®: -
Jaspart, J.-P., & Colson, A. (1996). La construction métallique et mixte acier-béton. Tome I et II. La construction métallique et mixte acier-béton. Tome I et II. Editions Eyrolles.
ORBi viewed: 130 (6 ULiège) — SCOPUS®: -
Anderson, D., Colson, A., & Jaspart, J.-P. (1996). Connections and frame design for economy. Connections and frame design for economy. Brussels, Belgium: ECCS.
Peer reviewed
ORBi viewed: 35 (2 ULiège) — SCOPUS®: -
Jaspart, J.-P. (1992). Analysis and design of steel frames with semi-rigid joints. Analysis and design of steel frames with semi-rigid joints. Brussels: European Convention for Constructional Steelwork (ECCS).
ORBi viewed: 60 (2 ULiège) — SCOPUS®: -

8. Conférences scientifiques dans des universités et centres de recherche

Ly, L., Jaspart, J.-P., & Weynand, K. (2010, December). Application of the new Eurocode 3 beam-column formulae to tubular construction. Paper presented at Conference ISTS13 (13th International Symposium on Tubular Structures, Hong Kong, China.
ORBi viewed: 22 (2 ULiège) ; downloaded: 36 — SCOPUS®: -

9. Colloques et congrès scientifiques

9.a. Sur invitation

À portée internationale

Demonceau, J.-F., Hoang, V. L., & Jaspart, J.-P. (2013, June 13). Robustness aspects - During the assembling and the final stage. Paper presented at Frameup project workshop, Stockholm, Suède.
ORBi viewed: 26 (4 ULiège) ; downloaded: 3 (2 ULiège) — SCOPUS®: -
Jaspart, J.-P., & Demonceau, J.-F. (2012). A "new" design requirement: the mitigation of the progressive collapse of buildings under exceptional loading. Proceedings of the First International Conference of Civil Engineering.
Peer reviewed
ORBi viewed: 66 (3 ULiège) ; downloaded: 56 (2 ULiège) — SCOPUS®: -
Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2012). Innovative bolted beam-to-column joints for seismic resistant building frames. In D., Dubina & D., Grecea (Eds.), CONNECTIONS VII proceedings (pp. 199-208). ECCS.
Peer reviewed
ORBi viewed: 107 (20 ULiège) ; downloaded: 451 (9 ULiège) — SCOPUS®: -
Rossi, B., & Jaspart, J.-P. (2011, September 01). Valorisation action of plastic member capacity of semi-compact steel sections - a more economic design. Paper presented at 6th European Conference on Steel and Composite Structures, Budapest, Hungary.
ORBi viewed: 39 (2 ULiège) — SCOPUS®: -

À portée nationale

Rossi, B., & Jaspart, J.-P. (2011, November 15). Valorisation action of plastic member capacity of semi-compact steel sections - a more economic design. Paper presented at SEMI COMP+ : Seminar around Europe for the best use of EN 1993-1-1, Brussels, Belgium.
ORBi viewed: 55 (10 ULiège) — SCOPUS®: -
Greiner, R., Lechner, A., Kettler, M., Jaspart, J.-P., Weynand, K., Ziller, C., Oerder, R., Herbrand, M., Simôes da Silva, L., & Dehan, V. (2011, October 12). Valorisation action of plastic member capacity of semi-compact steel sections - a more economic design. Paper presented at XXIII CONGRESSO C.T.A. Le giornate italiane della costruzione in acciaio, Ischia, Italy.
ORBi viewed: 27 (3 ULiège) ; downloaded: 8 — SCOPUS®: -

9.b. Sur proposition personnelle

Publiées

À portée internationale
Avec peer reviewing
Hoang, V. L., Demonceau, J.-F., & Jaspart, J.-P. (2015). Beam to concrete-filled rectangular hollow section column joints using long bolts. Proceedings of the 15th international symposium on tubular structures - ISTS15. CRC Press / Balkema (Taylor & Francis Group).
Peer reviewed
ORBi viewed: 162 (25 ULiège) ; downloaded: 510 (6 ULiège) — SCOPUS®: 0
Jaspart, J.-P., & Weynand, K. (2015). Design of hollow joints using the component method. Proceedings of the 15th international symposium on tubular structures ISTS15 (pp. 403-410). CRC press/Balkema.
Peer reviewed
ORBi viewed: 84 (9 ULiège) ; downloaded: 521 (3 ULiège) — SCOPUS®: 2 (1 sans les autocitations)
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. Proceedings of Eurosteel 2014 conference.
Peer reviewed
ORBi viewed: 107 (22 ULiège) ; downloaded: 114 (13 ULiège) — SCOPUS®: -
Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (2014). CIRCULAR TUBE COLUMNS IN HIGH STRENGTH STEEL: Economical solutions for building frames. In R., Landolfo & F., Mazzolani (Eds.), Proceeding of the 7th European conference on steel and composite structures (Eurosteel 2014). Bruxelles, Belgium: ECCS.
Peer reviewed
ORBi viewed: 86 (18 ULiège) ; downloaded: 311 (7 ULiège) — SCOPUS®: -
Demonceau, J.-F., Hoang, V. L., & Jaspart, J.-P. (2014). BOLTED END-PLATE BEAM-TO-COLUMN JOINTS USING HAMMERHEAD BEAMS: Experimental tests and proposal of design guidelines. In R., Landolfo & F., Mazzolani (Eds.), Proceeding of the 7th European conference on steel and composite structures (Eurosteel 2014). Bruxelles, Belgium: ECCS.
Peer reviewed
ORBi viewed: 74 (8 ULiège) ; downloaded: 155 (2 ULiège) — SCOPUS®: -
Huvelle, C., Jaspart, J.-P., & Demonceau, J.-F. (2013). Robustness of steel building structures following a column loss. IABSE Workshop Helsinki 2013 "Safety, Failures and Robustness of Large Structures" Report.
Peer reviewed
ORBi viewed: 129 (45 ULiège) ; downloaded: 124 (24 ULiège) — SCOPUS®: -
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, Scotland: Civil-Comp Press.
Peer reviewed
ORBi viewed: 50 (5 ULiège) ; downloaded: 275 (3 ULiège) — SCOPUS®: -
Li, Y., Rossi, B., & Jaspart, J.-P. (2011). Extension of the Direct strength method to hot-rolled profiles cross-sections. 6th European Conference on Steel and Composite Structures : Eurosteel 2011, Budapest 30 October - 2 September 2011 (pp. 1911-1916).
Peer reviewed
ORBi viewed: 102 (24 ULiège) ; downloaded: 5 (4 ULiège) — SCOPUS®: -
Demonceau, J.-F., Jaspart, J.-P., Weynand, K., Oerder, R., & Muller, C. (2011). CONNECTIONS WITH FOUR BOLTS PER HORIZONTAL ROW - Application of Eurocode 3. Eurosteel 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 567-572). ECCS.
Peer reviewed
ORBi viewed: 471 (30 ULiège) ; downloaded: 354 (6 ULiège) — SCOPUS®: -
Demonceau, J.-F., & Jaspart, J.-P. (2010). M-N interaction in beam-to-column joints - Development of a design model. In A., Zingoni (Ed.), Proceedings of the SEMC 2010 International Conference.
Peer reviewed
ORBi viewed: 136 (11 ULiège) ; downloaded: 52 (1 ULiège) — SCOPUS®: 2 (0 sans les autocitations)
Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2010). Robustness of steel and composite buildings under impact loading. In E., Batista, P., Vellasco, & L., de Lima (Eds.), Proceedings of the SDSS'Rio 2010 conference (pp. 393-400).
Peer reviewed
ORBi viewed: 201 (30 ULiège) ; downloaded: 194 (14 ULiège) — SCOPUS®: 6 (3 sans les autocitations)
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. Proceedings of the annaual stability conference, 2010 (pp. 233-252). USA: SSRC.
Peer reviewed
ORBi viewed: 162 (25 ULiège) ; downloaded: 238 (11 ULiège) — SCOPUS®: 0
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. International Symposium on Tubular Structures : ISTS13, Hong Kong, 15-17 December 2010 (pp. 397-402).
Peer reviewed
ORBi viewed: 43 (6 ULiège) ; downloaded: 31 (1 ULiège) — SCOPUS®: -
Rossi, B., & Jaspart, J.-P. (2010). Mechanical behavior of a ferritic stainless steel under simple and complex loading paths. International Conference on Structure and Architecture : ICSA2010, Guimaraes 21-23 July 2010 (pp. 175-176).
Peer reviewed
ORBi viewed: 39 (5 ULiège) ; downloaded: 15 — SCOPUS®: 0
Rossi, B., & Jaspart, J.-P. (2006). Evaluation of the load bearing capacity of thin-walled steel members for long span composite floors. International Colloquium on Stability and Ductility of Steel Structures : SDSS2006, Lisbon 6-8 September 2006 (pp. 681-688).
Peer reviewed
ORBi viewed: 24 (7 ULiège) — SCOPUS®: -
À portée nationale
D'Antimo, M., Latour, M., Rizzano, G., Demonceau, J.-F., & Jaspart, J.-P. (2017). PRELIMINARY STUDY ON BEAM-TO-COLUMN JOINTS UNDER IMPACT LOADING. Proceedings CTA 2017.
Peer reviewed
ORBi viewed: 15 (1 ULiège) ; downloaded: 8
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. Experimental investigation of the creep effect on prestressed bolts used in innovative friction connections.
Peer reviewed
ORBi viewed: 19 (7 ULiège) ; downloaded: 1 (1 ULiège)
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. Proceeding of the XXV Congresso CTA. Salerno, Italie.
Peer reviewed
ORBi viewed: 51 (1 ULiège) ; downloaded: 47 — SCOPUS®: -
D'Antimo, M., Demonceau, J.-F., Jaspart, J.-P., Latour, M., & Rizzano, G. (2015). Experimental investigation of shear bolted connections for tubular racking structures. XXV Congresso CTA: Salerno 1-3 ottobre 2015.
Peer reviewed
ORBi viewed: 72 (7 ULiège) ; downloaded: 80 — SCOPUS®: -
D'Antimo, M., Demonceau, J.-F., Jaspart, J.-P., Latour, M., & Rizzano, G. (2015). Shear bolted connections for tubular racking structures: Numerical analysis. Proceeding of XXV Congresso CTA: Salerno 1-3 ottobre 2015.
Peer reviewed
ORBi viewed: 74 (7 ULiège) ; downloaded: 147 (2 ULiège) — SCOPUS®: -
Henriques, J., Jaspart, J.-P., & Piraprez, E. (2008). Ductility requirements for the design of bolted shear connections. Proceedings of the Sixth International Workshop on Connections.
Peer reviewed
ORBi viewed: 72 (10 ULiège) ; downloaded: 165 (2 ULiège) — SCOPUS®: -
Lechner, A., Kettler, M., Greiner, R., Boissonnade, N., Jaspart, J.-P., & Weynand, K. (2008). Plastic capacity of semi-compact steel sections. Proceedings of the CIMS2008 - Coupled Instabilities in Metal Structures.
Peer reviewed
ORBi viewed: 121 (8 ULiège) ; downloaded: 39 (1 ULiège) — SCOPUS®: -
Boissonnade, N., Jaspart, J.-P., Oerder, R., & Weynand, K. (2008). A new design model for the resistance of steel semi-compact cross-sections. Proceedings of EUROSTEEL 2008.
Peer reviewed
ORBi viewed: 61 (5 ULiège) ; downloaded: 89 — SCOPUS®: -
Vandermeulen, T., Jaspart, J.-P., & Boissonnade, N. (2007). Lateral torsional buckling resistance of web-tapered I-beams under linear bending moments. Proceedings of the 5th International Conference on Advances in Steel Structures (pp. 340-345).
Peer reviewed
ORBi viewed: 85 (2 ULiège) ; downloaded: 417 — SCOPUS®: -
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. Proceedings of the 2007 Annual Technical Stability Conference, Structural Steel Research Council (pp. 177-200).
Peer reviewed
ORBi viewed: 54 (4 ULiège) ; downloaded: 2294 — SCOPUS®: 1 (1 sans les autocitations)
Jaspart, J.-P. (2006). European design recommendations for simple joints in steel structures. Proceedings of the International Conference on Stability and Ductility of Steel Structures (pp. 79-98).
Peer reviewed
ORBi viewed: 62 (3 ULiège) ; downloaded: 1535 (7 ULiège) — SCOPUS®: -
Boissonnade, N., & Jaspart, J.-P. (2006). Experimental and numerical study of flange class 3 cross-section members. Proceedings of the International Conference on Stability and Ductility of Steel Structures (pp. 339-346).
Peer reviewed
ORBi viewed: 34 (1 ULiège) ; downloaded: 43 (1 ULiège) — SCOPUS®: -
Weynand, K., Busse, E., & Jaspart, J.-P. (2006). First practical implementation of the component method to joints in tubular construction. Proceedings of the 11th International Symposium on Tubular Structures (pp. 139-145).
Peer reviewed
ORBi viewed: 68 (2 ULiège) ; downloaded: 187 (1 ULiège) — SCOPUS®: 1 (1 sans les autocitations)
Kuhlmann, U., Jaspart, J.-P., Vassart, O., Weynand, K., & Zandonini, R. (2006). Robust structures by joint ductility. Proceedings of the IABSE Symposium on Responding to Tomorrows Challenges in Structural Engineering.
Peer reviewed
ORBi viewed: 29 (1 ULiège) ; downloaded: 149 — SCOPUS®: -
Pietrapertosa, C., Piraprez, E., & Jaspart, J.-P. (2004). Distribution of the forces in a bolted connection under shear loading. Proceedings of the Fifth International Workshop on Connections (pp. 335-346).
Peer reviewed
ORBi viewed: 40 (9 ULiège) — SCOPUS®: -
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. Proceedings of the 10th International Symposium on Tubular Structures (pp. 259-266).
Peer reviewed
ORBi viewed: 71 (1 ULiège) ; downloaded: 119 — SCOPUS®: -
Jaspart, J.-P., & Cerfontaine, F. (2002). New interaction formulae for beam-columns in Eurocode 3: the French Belgian approach. Proceedings of the Third European Conference on Steel Structures (EUROSTEEL) (pp. 321-330).
Peer reviewed
ORBi viewed: 53 (1 ULiège) — SCOPUS®: -
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. Proceedings of the Third European Conference on Steel Structures (EUROSTEEL) (pp. 1139-1148).
Peer reviewed
ORBi viewed: 26 — SCOPUS®: -
Jaspart, J.-P., & Couchman, G. (2001). Überblick über die Weiterbildung- und Dchulungsmethoden von Stahlbau.- Verbundbaukonstruktionen sowie EC3, EC4. Proceedings du Seminaire "Eurocodes im Bauwesen: Status, Lehrprogramme, Hilfsmittel zur Schulung".
Peer reviewed
ORBi viewed: 29 — SCOPUS®: -
Jaspart, J.-P., & Weynand, K. (2001). Extension of the component method to joints in tubular construction. In R., Puthli & S., Herion, Proceedings of the Ninth International Symposium and Euroconference on Tubular Structures (pp. 517-524). A.A. Balkema Publishers.
Peer reviewed
ORBi viewed: 149 (4 ULiège) ; downloaded: 244 (1 ULiège) — SCOPUS®: -
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. Proceedings 2001 of the SSRC Annual Technical Session and Meeting (pp. 63-88).
Peer reviewed
ORBi viewed: 39 (3 ULiège) ; downloaded: 407 (1 ULiège) — SCOPUS®: 5 (1 sans les autocitations)
Jaspart, J.-P. (2000). Designing structural joints according to Eurocodes. Proceedings of the "NATO Advanced Research Workshop on the Paramount Role of Joints into the Reliable Response of Structures" (pp. 349-362).
Peer reviewed
ORBi viewed: 42 (3 ULiège) ; downloaded: 1484 (2 ULiège) — SCOPUS®: -
Jaspart, J.-P. (2000). Joint representation in industrial pitched-roof portal frames. Proceedings of the International Conference "Steel Structures of the 2000's" (pp. 77-82).
Peer reviewed
ORBi viewed: 48 (1 ULiège) ; downloaded: 98 — SCOPUS®: -
Jaspart, J.-P. (2000). Unified design concept for structural joints in building frames. Application to composite construction. Proceedings of the First International Conference on Steel and Composite Structures (pp. 505-514).
Peer reviewed
ORBi viewed: 58 (2 ULiège) ; downloaded: 209 — SCOPUS®: -
Jaspart, J.-P. (1999). On the way to a unified design approach for joints in structural systems. Proceedings of the International Conference on Steel and Composite Structures (pp. 16.1 - 16.8).
Peer reviewed
ORBi viewed: 13 (2 ULiège) ; downloaded: 24 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P., Braham, M., & Cerfontaine, F. (1999). Strength of joints subjected to combined action of bending moments and axial forces. Proceedings of the Conference Eurosteel 1999 (pp. 465-468).
Peer reviewed
ORBi viewed: 154 (2 ULiège) ; downloaded: 331 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P. (1998). Chairman's Overview: Joints in Steel and Composite Structures. Proceedings of the COST C1 International Conference.
Peer reviewed
ORBi viewed: 8 ; downloaded: 0 — SCOPUS®: -
Braham, M., & Jaspart, J.-P. (1998). Stiffness design of column bases. Proceedings of the Second World Conference on Constructional Steel Design (pp. 245).
Peer reviewed
ORBi viewed: 53 (7 ULiège) ; downloaded: 936 (3 ULiège) — SCOPUS®: -
Jaspart, J.-P., Steenhuis, M., & Anderson, D. (1998). Characterisation of the joint properties by means of the component method. Proceedings of the COST C1 International Conference.
Peer reviewed
ORBi viewed: 60 (1 ULiège) ; downloaded: 170 — SCOPUS®: -
Steenhuis, M., Jaspart, J.-P., Gomes, F., & Leino, T. (1998). Application of the component method to steel joints. Proceedings of the COST C1 International Conference.
Peer reviewed
ORBi viewed: 69 (4 ULiège) ; downloaded: 547 (2 ULiège) — SCOPUS®: -
Braham, M., & Jaspart, J.-P. (1997). Design of joints in industrial portal frames made of slender built-up members. Proceedings of the International Conference on Experimental Model, research and testing of thin-Walled Structures (pp. 335-343).
Peer reviewed
ORBi viewed: 23 (1 ULiège) ; downloaded: 151 — SCOPUS®: -
Jaspart, J.-P. (1996). Design aids for the design of steel moment connections. Proceedings of the 5th International Colloquium on Stability of Metal Structures.
Peer reviewed
ORBi viewed: 12 ; downloaded: 322 — SCOPUS®: -
Jaspart, J.-P. (1996). Design of Steel Connections according ENV 1993-1. Proceedings of the IABSE Congress on Structural Engineering in Consideration of Economy, Environment, Energy, Workshop on Structural Connections and Assembly Techniques (pp. 961-966).
Peer reviewed
ORBi viewed: 51 ; downloaded: 339 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P. (1996). Structural connections: experimentation as a design tool. Proceedings of the International Seminar on Structural Assessment - The Role of large and full scale testing (pp. 861-868).
Peer reviewed
ORBi viewed: 21 (5 ULiège) ; downloaded: 19 — SCOPUS®: -
Bursi, O., & Jaspart, J.-P. (1996). Finite element based models for the analysis of bolted beam-to-column steel connections. Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (pp. 279-288).
Peer reviewed
ORBi viewed: 17 (1 ULiège) ; downloaded: 808 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P., & Vandegans, D. (1996). Modelling of semi-rigid connections: column bases. Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (pp. 279-288).
Peer reviewed
ORBi viewed: 29 (1 ULiège) ; downloaded: 125 (1 ULiège) — SCOPUS®: -
Gomes, F., Jaspart, J.-P., & Maquoi, R. (1996). Moment capacity of beam-to-column minor-axis joints. Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (pp. 319-326).
Peer reviewed
ORBi viewed: 259 (8 ULiège) ; downloaded: 1485 — SCOPUS®: -
Jaspart, J.-P., & Vandegans, D. (1996). Application of the component method to column bases. Proceedings of the International Conference on Advances in Steel Structures.
Peer reviewed
ORBi viewed: 36 (5 ULiège) ; downloaded: 164 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P. (1995). Steel moment connections according to Eurocode 3. Simple design aids for rigid and semi-rigid joints. Proceedings of the Third International Workshop on Connections in Steel Structures (pp. 159-168).
Peer reviewed
ORBi viewed: 425 (1 ULiège) ; downloaded: 2801 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P., & Maquoi, R. (1995). Effect of bolt preloading on joint behaviour. Proceedings of the First European Conference on Steel Structures (pp. 219-226).
Peer reviewed
ORBi viewed: 115 ; downloaded: 525 — SCOPUS®: -
Bursi, O., & Jaspart, J.-P. (1995). A refined finite element model for tee-stub and endplate steel connections. Giornate Italiane della Costruzione in Acciaio.
Peer reviewed
ORBi viewed: 38 ; downloaded: 119 — SCOPUS®: -
Guisse, S., & Jaspart, J.-P. (1995). Stress interaction in column webs. Proceedings of the Ninth International Conference on Metal Structures (pp. 147-156).
Peer reviewed
ORBi viewed: 25 (2 ULiège) ; downloaded: 18 — SCOPUS®: -
Piraprez, E., & Jaspart, J.-P. (1995). Influence of the prying effects on the fatigue resistance of the bolts. Proceedings of the VTT Symposium 155 on fatigue Design 1995, volume 2 (pp. 75-86).
Peer reviewed
ORBi viewed: 73 (1 ULiège) ; downloaded: 267 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P., & Briquet, C. (1995). Sensitivity of steel building frames to joint properties. Proceedings of the International Colloquium on Stability of Steel Structures (pp. 349 - I/356).
Peer reviewed
ORBi viewed: 14 ; downloaded: 17 — SCOPUS®: -
Jaspart, J.-P., Weynand, K., & Steenhuis, M. (1995). The stiffness model of revised Annex J of Eurocode 3. Proceedings of the Third International Workshop on Connections in Steel Structures (pp. 441-452).
Peer reviewed
ORBi viewed: 743 (20 ULiège) ; downloaded: 275 (5 ULiège) — SCOPUS®: -
Jaspart, J.-P., & Maquoi, R. (1994). Prediction of the Semi-Rigid and Partial-Strength Properties of Structural Joints. Proceedings of the SSRC Annual technical Session and Meeting (pp. 177-192).
Peer reviewed
ORBi viewed: 173 (15 ULiège) ; downloaded: 81 (9 ULiège) — SCOPUS®: 7 (6 sans les autocitations)
Jaspart, J.-P. (1994). Perspectives d'avenir. Actes de la Journée d'études sur le boulon dans la construction métallique.
ORBi viewed: 11 (1 ULiège) ; downloaded: 85 (1 ULiège) — SCOPUS®: -
Gomes, F., Jaspart, J.-P., & Maquoi, R. (1994). Behaviour of minor-axis joints and 3D joints. Proceedings of the Second State of the Art COST C1 Workshop (pp. 111-120).
Peer reviewed
ORBi viewed: 57 (2 ULiège) ; downloaded: 300 — SCOPUS®: -
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. Proceedings of the Second State of the Art COST C1 Workshop (pp. 75-88).
Peer reviewed
ORBi viewed: 28 ; downloaded: 39 — SCOPUS®: -
Jaspart, J.-P., Briquet, C., & Maquoi, R. (1993). Comparative study of beam-column interaction formulae. Proceedings of the Annual Technical Session and Meeting of the SSRC (pp. 369-380).
Peer reviewed
ORBi viewed: 11 ; downloaded: 6 — SCOPUS®: -
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. proceedings of the Fourth international Colloquium on structural stability Mediterranean session (pp. 133-151).
Peer reviewed
ORBi viewed: 14 ; downloaded: 18 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P., & Maquoi, R. (1991). Plastic capacity of end-plate and flange cleated connections - prediction and design rules. Proceedings of the Second international workshop on connections in steel structures: Behaviour, strength and Design (pp. 343-352).
Peer reviewed
ORBi viewed: 149 ; downloaded: 160 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P., Gerardy, J. C., & Maquoi, R. (1991). Parametric study of the numerical modelling for semi-rigid joints. proceedings of the Annual technical session and meeting of the SSRC (pp. 343-352).
Peer reviewed
ORBi viewed: 16 ; downloaded: 5 — SCOPUS®: -
Jaspart, J.-P., & Maquoi, R. (1990). Investigation by testing of the structural response of semi-rigid joints. proceedings of the RILEM Workshop on "Needs in testing metals".
Peer reviewed
ORBi viewed: 37 (1 ULiège) ; downloaded: 13 — SCOPUS®: -
Jaspart, J.-P., & Maquoi, R. (1990). Guidelines for the design of braced frames with semi-rigid connections. Proceedings of the International colloquium on stability of steel structures.
Peer reviewed
ORBi viewed: 28 ; downloaded: 284 — SCOPUS®: -
Jaspart, J.-P., & Maquoi, R. (1990). Study of the shear deformability of column web panels in strong axis beam-to-column joints. Proceedings of the SSRC Annual technical session.
Peer reviewed
ORBi viewed: 26 ; downloaded: 11 — SCOPUS®: -
Maquoi, R., & Jaspart, J.-P. (1989). Contribution to the design of braced frames with semi-rigid connections. Proceedings of the Fourth International colloquium on stability of metal structures, North America session.
Peer reviewed
ORBi viewed: 22 (2 ULiège) ; downloaded: 30 — SCOPUS®: -
Jaspart, J.-P., & Maquoi, R. (1989). Simple design method for sway frames with semi-rigid connections. Proceedings of the IABSE International colloquium on bolted and special structural connections (pp. 72-79).
Peer reviewed
ORBi viewed: 21 ; downloaded: 218 — SCOPUS®: -
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. Proceedings of the Fourth international colloquium on structural stability asian session (ICSSAS'89).
Peer reviewed
ORBi viewed: 39 (4 ULiège) ; downloaded: 26 — SCOPUS®: -
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. Proceedings of the Fourth international colloquium on structural stability asian session (ICSSAS'89).
Peer reviewed
ORBi viewed: 43 (2 ULiège) ; downloaded: 44 — SCOPUS®: -
Janss, J., Jaspart, J.-P., & Maquoi, R. (1988). Experimental study of the non-linear behaviour of beam-to-column bolted joints. Proceedings of a State-of-the art workshop on connections and the behaviour, strength and design of steel structures (pp. 26-32). Elsevier Applied Science Publishers.
Peer reviewed
ORBi viewed: 132 ; downloaded: 27 — SCOPUS®: -
Janss, J., Jaspart, J.-P., & Maquoi, R. (1988). Strength and behaviour of in-plane weak axis joints and of 3-D joints. Proceedings of a State-of-the art workshop on connections and the behaviour, strength and design of steel structures (pp. 60-68). Elsevier Applied Science Publishers.
Peer reviewed
ORBi viewed: 72 ; downloaded: 29 — SCOPUS®: -

Communications uniquement orales ou poster

À portée internationale
boissonade, N., Jaspart, J.-P., Kettler, M., & Lechner, A. (2011, May 10). Elastic-plastic Behavior of semi-compact steel cross-sections. Paper presented at Annual Stability Conference Structural Stability Research Council, Pittsburgh _Pennsylvania, USA.
Peer reviewed
ORBi viewed: 27 (1 ULiège) ; downloaded: 435 (1 ULiège) — SCOPUS®: -
À portée nationale
Jaspart, J.-P., & Ceuterik, E. (2000). Enseignement de la construction métallique. Aspects structuraux. Poster session presented at Journée Enseignement Acier, Bruxelles, Belgique.
Peer reviewed
ORBi viewed: 40 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P. (1998, March 23). Documents pratiques pour l'utilisation de la partie 1 de l'Eurocode 3. Poster session presented at Soirée d'étude Eurocode 3, Gembloux, Belgique.
ORBi viewed: 33 — SCOPUS®: -

11. Rapports

11.a. Rapports de recherche

Externes

D'Antimo, M., Demonceau, J.-F., & Jaspart, J.-P. (2016). Behaviour of composite joints under combined bending moments and axial loads - Deliverable D.9 - Robustimpact. RFCS.
ORBi viewed: 54 (4 ULiège) ; downloaded: 0 — SCOPUS®: -
Hoffmann, N., Kuhlmann, U., Huvelle, C., Demonceau, J.-F., Jaspart, J.-P., Bladassino, N., Freddi, F., Zandonini, R., Hoffmeister, B., Korndorfer, J., & Colomer Segura, C. (2016). Design report of the specimens for all the experimental analyses - Deliverable D.4.1 - Robustimpact. RFCS.
ORBi viewed: 54 (4 ULiège) ; downloaded: 0 — SCOPUS®: -
Hoffmann, N., Kuhlmann, U., Vanvinckenroye, H., Zhang, L., Demonceau, J.-F., Jaspart, J.-P., Baldassino, N., Banterla, A., Girardi, S., Graziadei, M., Roverso, G., Zandonini, R., Hoffmeister, B., Korndörfer, J., & Colomer Segura, C. (2016). Detailed results of the experimental tests - Deliverable D.5a - Robustimpact. RFCS.
ORBi viewed: 44 (8 ULiège) ; downloaded: 2 (2 ULiège) — SCOPUS®: -
Charlier, M., Hanus, F., Vassart, O., Colomer Segura, Hoffmeister, B., Korndörder, J., Demonceau, J.-F., Hoang, V. L., Huvelle, C., Jaspart, J.-P., Hoffmann, N., & Kuhlmann, U. (2016). Design guidlines - Deliverable D.13 - Robustimpact. RFCS.
ORBi viewed: 23 ; downloaded: 0 — SCOPUS®: -
Hoffmann, N., Kuhlmann, U., Vanvinckenroye, H., Zhang, L., D'Antimo, M., Demonceau, J.-F., Jaspart, J.-P., Baldassino, N., Roverso, G., Zandonini, R., Hoffmeister, B., Korndörfer, J., & Colomer Segura, C. (2016). Verification of analytical and numerical tools - Deliverable D.5b - Robustimpact. RFCS.
ORBi viewed: 39 (10 ULiège) ; downloaded: 5 (5 ULiège) — SCOPUS®: -
Demonceau, J.-F., D'Antimo, M., Huvelle, C., Hamra, L., Hoang, V. L., Jaspart, J.-P., Hoffmann, N., Kuhlmann, U., Vassart, O., Hanus, F., Charlier, M., Guezouli, S., Alhasawi, A., Hjiaj, M., Hoffmeister, B., Korndörfer, J., Colomer Segura, C., Baldassino, N., & Zandonini, R. (2016). Simplified equivalent static approach and results for deriving structural requirements - Deliverables D.11 and D.12 - Robustimpact. RFCS.
ORBi viewed: 59 (15 ULiège) ; downloaded: 7 (7 ULiège) — SCOPUS®: -
Sommariva, M., Maio, D., Demonceau, J.-F., Hoang, V. L., & Jaspart, J.-P. (2012). Performance-based Approaches for high strength Tubular columns and connections under Earthquake and fire Loadings (ATTEL) - D4. Communauté Européenne.
ORBi viewed: 58 (13 ULiège) ; downloaded: 6 (3 ULiège) — SCOPUS®: -
Ferrario, F., Bursi, O. S., Zanon, G., Demonceau, J.-F., Hoang, V. L., Jaspart, J.-P., Zilli, G., Demofonti, G., Ferino, J., Sommariva, M., & Maio, D. (2012). ATTEL-PERFORMANCE‐BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - WP1 - D1. Communauté Européenne.
ORBi viewed: 63 (15 ULiège) ; downloaded: 530 (3 ULiège) — SCOPUS®: -
Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Dong Phuong Lam, L., Karamanos, S., Perdikaris, P., Pournara, A., Papatheocharis, C., & Varelis, G. (2012). HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D5. Communauté Européenne.
ORBi viewed: 59 (11 ULiège) ; downloaded: 135 (10 ULiège) — SCOPUS®: -
Haremza, C., Santiago, A., Simões da Silva, L., Coméliau, L., Hoang, V. L., Demonceau, J.-F., Jaspart, J.-P., Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., & Obiala, R. (2012). Robustness of car parks against localised fire - Deliverable II: Experimental tests and development of sophisticated behavioural models. Communauté Européenne.
ORBi viewed: 74 (12 ULiège) ; downloaded: 53 (3 ULiège) — SCOPUS®: -
Jaspart, J.-P., Demonceau, J.-F., Cheng, F., Izzuddin, B., Bassam, A., Nethercot, D., Zhao, B., Dhima, D., Gens, F., de Ville, V., Santiago, A., Da Silva, L., & Obiala, R. (2012). Robustness of car parks against localised fire - Deliverable I: Definition of the problem and selection of the appropriate investigation ways. Communauté Européenne.
ORBi viewed: 49 (4 ULiège) ; downloaded: 747 (3 ULiège) — SCOPUS®: -
Haremza, C., Santiago, A., Simões da Silva, L., Coméliau, L., Hoang, V. L., Demonceau, J.-F., Jaspart, J.-P., Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., & Obiala, R. (2012). Robustness of car parks against localised fire - Deliverable III: Development of simplified behavioural models. Communauté Européenne.
ORBi viewed: 68 (13 ULiège) ; downloaded: 98 (3 ULiège) — SCOPUS®: -
Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Dong Phuong Lam, L., Karamanos, S., Perdikaris, P., Pournara, A., Papatheocharis, C., Varelis, G., Bursi, O. S., & Kumar, A. (2012). HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D2. Communauté Européenne.
ORBi viewed: 56 (10 ULiège) ; downloaded: 4 (3 ULiège) — SCOPUS®: -
Sommariva, M., Maio, D., Demonceau, J.-F., Hoang, V. L., Jaspart, J.-P., 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). ATTEL PROJECT PERFORMANCE‐BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D2. Communauté Européenne.
ORBi viewed: 75 (16 ULiège) ; downloaded: 186 (7 ULiège) — SCOPUS®: -
Sommariva, M., Maio, D., Demonceau, J.-F., Hoang, V. L., Jaspart, J.-P., 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). ATTEL PROJECT PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D5. Communauté Européenne.
ORBi viewed: 47 (9 ULiège) ; downloaded: 163 (2 ULiège) — SCOPUS®: -
Pournara, A.-E., Varelis, G. E., Papatheocharis, C., Perdikaris, P., Pappa, P., Karamanos, S. A., Demonceau, J.-F., Hoang, V. L., Jaspart, J.-P., Zilli, G., Demofonti, G., Ferino, J., Sommariva, M., Maio, D., Ferrario, F., Bursi, O. S., & Zanon, G. (2012). ATTEL PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D6. Communauté Européenne.
ORBi viewed: 65 (9 ULiège) ; downloaded: 626 (3 ULiège) — SCOPUS®: -
Rivera, S., Alvarez, R., Lezcano, R., Johansson, E., Fuertes, N., Guvaia, H., Maia, C., Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Dong Phuong Lam, L., Karamanos, S., Perdikaris, P., Pournara, A., Papatheocharis, C., & Varelis, G. (2012). HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D4. Communauté Européenne.
ORBi viewed: 88 (5 ULiège) ; downloaded: 199 (2 ULiège) — SCOPUS®: -
Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., Coméliau, L., Jaspart, J.-P., Demonceau, J.-F., Haremza, C., Santiago, A., Simões da Silva, L., Obiala, R., Zhao, B., Dhima, D., Gens, F., & de Ville, V. (2012). Robustness of car parks against localised fire - Deliverable V: Practical behavioural models for car park structures towards design practice. Communauté Européenne.
ORBi viewed: 65 (8 ULiège) ; downloaded: 151 (3 ULiège) — SCOPUS®: -
Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., Coméliau, L., Jaspart, J.-P., Demonceau, J.-F., Huvelle, C., Hoang, V. L., Haremza, C., Santiago, A., Simões da Silva, L., Obiala, R., Zhao, B., Dhima, D., Taillefer, N., Gens, F., & de Ville, V. (2012). Robustness of car parks against localised fire - Deliverable VI: Development of design recommendations, critical appraisal and application to a study case. Communauté Européenne.
ORBi viewed: 79 (15 ULiège) ; downloaded: 118 (3 ULiège) — SCOPUS®: -
Demofonti, G., Zilli, G., Tamponi, G. M., Ferino, J., Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Dong Phuong Lam, L., Karamanos, S., Perdikaris, P., Pournara, A., Papatheocharis, C., Varelis, G., Bursi, O. S., & Kumar, A. (2012). HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D6. Communauté Européenne.
ORBi viewed: 73 (4 ULiège) ; downloaded: 254 (3 ULiège) — SCOPUS®: -
Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., Coméliau, L., Jaspart, J.-P., Demonceau, J.-F., Haremza, C., Santiago, A., Simões da Silva, L., Obiala, R., Zhao, B., Dhima, D., Gens, F., & de Ville, V. (2012). Robustness of car parks against localised fire - Deliverable IV: Development of FEM model for car parks under localised fire. Communauté Européenne.
ORBi viewed: 71 (11 ULiège) ; downloaded: 178 (3 ULiège) — SCOPUS®: -
Rivera, S., Alvarez, R., Lezcano, R., Johansson, E., Fuertes, N., Demofonti, G., Zilli, G., Tamponi, G. M., Ferino, J., Guvaia, H., Maia, C., Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Dong Phuong Lam, L., Karamanos, S., Perdikaris, P., Pournara, A., Papatheocharis, C., Varelis, G., Bursi, O. S., & Kumar, A. (2012). HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D7. Communauté Européenne.
ORBi viewed: 68 (6 ULiège) ; downloaded: 304 (7 ULiège) — SCOPUS®: -
Ungermann, Schneider, S., Feldmann, M., Müller, C., Jaspart, J.-P., Demonceau, J.-F., Oberegge, Hockelmann, Ritterbursch, Weynand, K., & Klinkhammer. (2011). Entwicklung eines Bemessungsmodells für geschraubte, momententragfähige Kopfplattenverbindungen mit 4 Schrauben in einer Schraubenreihe auf der Grundlage der prEN 1993-1-8: 2003. Allemagne: AiF.
ORBi viewed: 365 (5 ULiège) — SCOPUS®: -
Demonceau, J.-F., Weynand, K., Jaspart, J.-P., & Müller, C. (2010). Analytical model to characterize bolted beam-to-column joints with four bolts per row.
ORBi viewed: 405 (7 ULiège) — SCOPUS®: -
Jaspart, J.-P., Ly, D. P. L., & Weynand, K. (2003). Application of the component method to joints between hollow and open sections (5BM-8/03, édition revue et corrigée). CIDECT.
ORBi viewed: 239 (15 ULiège) — SCOPUS®: -

Internes

Pietrapertosa, C., Habraken, A., & Jaspart, J.-P. (2005). Assemblage de tôles minces par clinchage en construction métallique. BM7820.
ORBi viewed: 33 ; downloaded: 48 (2 ULiège) — SCOPUS®: -
Jaspart, J.-P. (1992). Material Identified as Significant for Eurocode 3 at the University of Liege. Liège, Belgique: ULg.
ORBi viewed: 43 (2 ULiège) ; downloaded: 23 (1 ULiège) — SCOPUS®: -
Jaspart, J.-P. (1990). Shear and Load-Introduction deformability and strength of column web panels in strong axis beam-to-column joints. EC3 Formulae.
ORBi viewed: 19 (2 ULiège) ; downloaded: 31 — SCOPUS®: -

11.c. Autres rapports

Jaspart, J.-P. (1991). La semi-rigidité des noeuds d'assemblage.
ORBi viewed: 21 ; downloaded: 81 (2 ULiège) — SCOPUS®: -

12. Documents pédagogiques

Rossi, B., & Jaspart, J.-P. (2011). Valorisation action of plastic member capacity of semi-compact steel sections - a more economic design.
ORBi viewed: 69 (7 ULiège) — SCOPUS®: -
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.
ORBi viewed: 318 (9 ULiège) ; downloaded: 1701 (4 ULiège) — SCOPUS®: -
Jaspart, J.-P. (2001). Influence des Assemblages sur la Conception d'une structure.
ORBi viewed: 52 (1 ULiège) ; downloaded: 305 (2 ULiège) — SCOPUS®: -
Maquoi, R., & Jaspart, J.-P. (1992). Load-Introdcution resistance of column webs in strong axis beam-to-column joints.
ORBi viewed: 39 (7 ULiège) ; downloaded: 46 (1 ULiège) — SCOPUS®: -