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 ULg). 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
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 ULg). 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 périodiques1. 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 Unpublished post doctoral thesis (Agrégation de l'enseignement supérieur), Université de Liège, Belgique.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: 143 (3 ULg)
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: 170 (18 ULg) ; downloaded: 116 (6 ULg)
1.c. Mémoires de second cycle (licence, master, DES, DEA)
Jaspart, J.-P. (1985). Etude de la capacité portante des colonnes restreintes à leurs extrémités. Unpublished master thesis, Université de Liège, Liège, Belgique.
ORBi viewed: 40 (12 ULg)
3. Articles dans des revues scientifiques avec peer reviewing
3.a. À portée internationale
En tant que premier ou dernier auteur
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: 99 (37 ULg) ; downloaded: 9 (3 ULg) — SCOPUS®: 0
IF 2013: ?; last: 1.251; IF5: 1.285 — EigenF 2013: ?; last: 0.0070 — Article Infl. 2013: ?; last: 0.5024
IF 2013: ?; last: 1.251; IF5: 1.285 — EigenF 2013: ?; last: 0.0070 — Article Infl. 2013: ?; last: 0.5024
Demonceau, J.-F, Coméliau, L, & Jaspart, J.-P. (2011). Robustness of building structures - recent developments and adopted strategy. Steel Construction, 4/2011, 166-170.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 40 (9 ULg) ; downloaded: 1 (1 ULg)
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: 135 (27 ULg) ; downloaded: 155 (15 ULg) — SCOPUS®: 1
IF 2010: 0.296; last: 0.339; IF5: - — EigenF 2010: 0.0003; last: 0.0003 — Article Infl. 2010: 0.3051; last: 0.3051
IF 2010: 0.296; last: 0.339; IF5: - — EigenF 2010: 0.0003; last: 0.0003 — Article Infl. 2010: 0.3051; last: 0.3051
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: 150 (16 ULg) ; downloaded: 4 — SCOPUS®: 1
IF 2008: 0.841; last: 1.251; IF5: 1.285 — EigenF 2008: 0.0062; last: 0.0069 — Article Infl. 2008: 0.5314; last: 0.5075
IF 2008: 0.841; last: 1.251; IF5: 1.285 — EigenF 2008: 0.0062; last: 0.0069 — Article Infl. 2008: 0.5314; last: 0.5075
Wald, F, Sokil, Z, & Jaspart, J.-P. (2008). Base plate in bending and anchor bolts in tension. Heron, 53(1/2).
Peer reviewed
ORBi viewed: 248 (1 ULg) ; downloaded: 931 (1 ULg) — SCOPUS®: 4
Jaspart, J.-P, Wald, F, Weynand, K, & Gresnigt, A. M. (2008). Steel column base classification. Heron, 53(1/2).
Peer reviewed
ORBi viewed: 105 (3 ULg) ; downloaded: 79 (2 ULg) — SCOPUS®: 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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 72 ; downloaded: 1
Wald, F, Sokol, Z, Steenhuis, C. M, & Jaspart, J.-P. (2008). Component method for steel column base plates. Heron, 53(1/2).
Peer reviewed
ORBi viewed: 265 (3 ULg) ; downloaded: 249 (1 ULg)
Pietrapertosa, C, Habraken, A, & Jaspart, J.-P. (2005). Modélisation du comportement (clinchage des tôles minces). Techniques de l'ingénieur, 4(BM 7 820), 1-8.
Peer reviewed
ORBi viewed: 58 (4 ULg) ; downloaded: 141 (3 ULg)
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: 20 (8 ULg) ; downloaded: 1 (1 ULg) — SCOPUS®: 0
IF 2004: -; last: 2.171; IF5: - — EigenF 2004: -; last: 0.0009 — Article Infl. 2004: -; last: 0.6664
IF 2004: -; last: 2.171; IF5: - — EigenF 2004: -; last: 0.0009 — Article Infl. 2004: -; last: 0.6664
Maquoi, R, & Jaspart, J.-P. (2002). A simple approach for the design of steel and composite sway building frames. Steel Structures, 2(n°1), 1-11.
Peer reviewed
ORBi viewed: 47 (1 ULg) ; downloaded: 96 (1 ULg)
Jaspart, J.-P. (2000). General report - Session on connections. Journal of Constructional Steel Research, 55, 69-89.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 69 ; downloaded: 97 — SCOPUS®: 37
IF 2000: 0.418; last: 1.251; IF5: 1.285 — EigenF 2000: 0.0038; last: 0.0069 — Article Infl. 2000: 0.526; last: 0.5075
IF 2000: 0.418; last: 1.251; IF5: 1.285 — EigenF 2000: 0.0038; last: 0.0069 — Article Infl. 2000: 0.526; last: 0.5075
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: 64 (2 ULg)
Jaspart, J.-P, & Vandegans, D. (1998). Application of the component method to column bases. Journal of Constructional Steel Research, 48, 89-106.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 25 (3 ULg) — SCOPUS®: 7
IF 1998: 0.237; last: 1.251; IF5: 1.285 — EigenF 1998: 0.0033; last: 0.0069 — Article Infl. 1998: 0.4538; last: 0.5075
IF 1998: 0.237; last: 1.251; IF5: 1.285 — EigenF 1998: 0.0033; last: 0.0069 — Article Infl. 1998: 0.4538; last: 0.5075
Bursi, O, & Jaspart, J.-P. (1998). Basic issues in the finite element simulation of extended endplate connections. Computers & Structures, 69, 361-382.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 14 (1 ULg)
IF 1998: 0.376; last: 1.874; IF5: 1.961 — EigenF 1998: 0.0213; last: 0.0154 — Article Infl. 1998: 0.3452; last: 0.9105
IF 1998: 0.376; last: 1.874; IF5: 1.961 — EigenF 1998: 0.0213; last: 0.0154 — Article Infl. 1998: 0.3452; last: 0.9105
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: 20 (2 ULg)
Bursi, O, & Jaspart, J.-P. (1997). Benchmarks for finite element modelling of bolted steel connections. Journal of Constructional Steel Research, 43(Nos 1-3).
Peer reviewed (vérifié par ORBi)
ORBi viewed: 62 (1 ULg) — SCOPUS®: 65
IF 1997: 0.259; last: 1.251; IF5: 1.285 — EigenF 1997: 0.0021; last: 0.0069 — Article Infl. 1997: 0.2905; last: 0.5075
IF 1997: 0.259; last: 1.251; IF5: 1.285 — EigenF 1997: 0.0021; last: 0.0069 — Article Infl. 1997: 0.2905; last: 0.5075
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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 16
IF 1997: 0.259; last: 1.251; IF5: 1.285 — EigenF 1997: 0.0021; last: 0.0069 — Article Infl. 1997: 0.2905; last: 0.5075
IF 1997: 0.259; last: 1.251; IF5: 1.285 — EigenF 1997: 0.0021; last: 0.0069 — Article Infl. 1997: 0.2905; last: 0.5075
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: 14 (2 ULg)
Anderson, D, Colson, A, & Jaspart, J.-P. (1995). Connections and frame design for economy. Costruzioni Metalliche, n°4, 25-33.
Peer reviewed
ORBi viewed: 10 (1 ULg)
Anderson, D, Colson, A, & Jaspart, J.-P. (1994). Connection and frame design for economy. Bouwen met Staal, n°117, 34-38.
Peer reviewed
ORBi viewed: 5 (1 ULg)
Jaspart, J.-P, & Maquoi, R. (1993). El analisis estructural semi-rigido: definicion, camp y mood de applicacion. Construcciones Metalicas y Caldereria, 28, 5-16.
Peer reviewed
ORBi viewed: 38 (1 ULg)
Anderson, D, Colson, A, & Jaspart, J.-P. (1993). Connection and frame design for economy. Construction Métallique, n°1, 45-52.
Peer reviewed
ORBi viewed: 11 (1 ULg)
Anderson, D, Colson, A, & Jaspart, J.-P. (1993). Connection and frame design for economy. Stavební Obzor, 10, 287-294.
Peer reviewed
ORBi viewed: 10 (2 ULg)
Anderson, D, Colson, A, & Jaspart, J.-P. (1993). Connection and frame design for economy. New Steel Construction, 1(N°6), 30-33.
Peer reviewed
ORBi viewed: 7 (3 ULg)
Anderson, D, Colson, A, & Jaspart, J.-P. (1993). Connection and frames design for economy. Rakennustekniikka = Finnish Civil Engineering Journal, 3/93, 7-10.
Peer reviewed
ORBi viewed: 8 (1 ULg)
Jaspart, J.-P, Briquet, C, & Maquoi, R. (1993). Etude comparative des formules d'interaction poutre-poteau. Construction Métallique, n°4, 13-21.
Peer reviewed
ORBi viewed: 52 (3 ULg)
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: 10 — SCOPUS®: 8
IF 1991: ?; last: 1.251; IF5: 1.285 — EigenF 1991: ?; last: 0.0069 — Article Infl. 1991: ?; last: 0.5075
IF 1991: ?; last: 1.251; IF5: 1.285 — EigenF 1991: ?; last: 0.0069 — Article Infl. 1991: ?; last: 0.5075
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: 8 (1 ULg) — SCOPUS®: 3
IF 1990: ?; last: 1.251; IF5: 1.285 — EigenF 1990: ?; last: 0.0069 — Article Infl. 1990: ?; last: 0.5075
IF 1990: ?; last: 1.251; IF5: 1.285 — EigenF 1990: ?; last: 0.0069 — Article Infl. 1990: ?; last: 0.5075
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: 24 (7 ULg)
Maquoi, R, & Jaspart, J.-P. (1988, February). Mathematical modelling of semi-rigid joints in steel structures. Inzenyrski Stavby 2, 86-91.
Peer reviewed
ORBi viewed: 20 (1 ULg)
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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 66 (1 ULg) — SCOPUS®: 6
IF 1988: ?; last: 1.251; IF5: 1.285 — EigenF 1988: ?; last: 0.0069 — Article Infl. 1988: ?; last: 0.5075
IF 1988: ?; last: 1.251; IF5: 1.285 — EigenF 1988: ?; last: 0.0069 — Article Infl. 1988: ?; last: 0.5075
Maquoi, R, & Jaspart, J.-P. (1987). Moment rotation curves for bolted connections. Journal of Structural Engineering, 113(N°10), 2324-2329.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 26
IF 1987: ?; last: 0.955; IF5: 1.296 — EigenF 1987: ?; last: 0.0133 — Article Infl. 1987: ?; last: 0.7587
IF 1987: ?; last: 0.955; IF5: 1.296 — EigenF 1987: ?; last: 0.0133 — Article Infl. 1987: ?; last: 0.7587
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: 38 (2 ULg) — SCOPUS®: 0
En tant que co-auteur
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: 9 (5 ULg) ; downloaded: 0 — SCOPUS®: 0
IF 2013: ?; last: 1.251; IF5: 1.285 — EigenF 2013: ?; last: 0.0070 — Article Infl. 2013: ?; last: 0.5024
IF 2013: ?; last: 1.251; IF5: 1.285 — EigenF 2013: ?; last: 0.0070 — Article Infl. 2013: ?; last: 0.5024
Kuhlmann, U, Rölle, L, Jaspart, J.-P, & Demonceau, J.-F. (2010). Anforderungen an Stahl- und Verbundknoten bei Stützenausfall in einem Rahmentragwerk. Stahlbau, 8(August 2010), 565-579.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 29 ; downloaded: 3 — SCOPUS®: 1
IF 2010: 0.234; last: 0.254; IF5: - — EigenF 2010: 0.0006; last: 0.0006 — Article Infl. 2010: 0.1326; last: 0.1326
IF 2010: 0.234; last: 0.254; IF5: - — EigenF 2010: 0.0006; last: 0.0006 — Article Infl. 2010: 0.1326; last: 0.1326
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: 84 (29 ULg) ; downloaded: 3 (2 ULg) — SCOPUS®: 4
IF 2010: 0.834; last: 0.955; IF5: 1.296 — EigenF 2010: 0.0133; last: 0.0133 — Article Infl. 2010: 0.7587; last: 0.7587
IF 2010: 0.834; last: 0.955; IF5: 1.296 — EigenF 2010: 0.0133; last: 0.0133 — Article Infl. 2010: 0.7587; last: 0.7587
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: 69 (17 ULg) ; downloaded: 3 (2 ULg) — SCOPUS®: 8
IF 2010: 0.834; last: 0.955; IF5: 1.296 — EigenF 2010: 0.0133; last: 0.0133 — Article Infl. 2010: 0.7587; last: 0.7587
IF 2010: 0.834; last: 0.955; IF5: 1.296 — EigenF 2010: 0.0133; last: 0.0133 — Article Infl. 2010: 0.7587; last: 0.7587
Demonceau, J.-F, Hanus, F, Jaspart, J.-P, & Franssen, J.-M. (2009). Behaviour of single sided composite joints at room temperature and in case of fire after an earthquake. International Journal of Steel Structures, 9(4), 329-342.
Peer reviewed
ORBi viewed: 94 (12 ULg) ; downloaded: 124 (3 ULg)
IF 2009: 0.271; last: 0.426; IF5: - — EigenF 2009: 0.0003; last: 0.0003 — Article Infl. 2009: 0.2624; last: 0.1827
IF 2009: 0.271; last: 0.426; IF5: - — EigenF 2009: 0.0003; last: 0.0003 — Article Infl. 2009: 0.2624; last: 0.1827
Demonceau, J.-F, Jaspart, J.-P, Klinkhammer, R, Weynand, K, Labory, F, & Cajot, L.-G. (2008). Recent developments on composite connections. Steel Construction - Design and Research Journal, 1, 71-76.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 98 (16 ULg) ; downloaded: 262 (15 ULg)
Demonceau, J.-F, Jaspart, J.-P, & Maquoi, R. (2005). Design of composite sway building frames for global instability. Journal of Engineering Mechanics, 131(6), 641-653.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 79 (13 ULg) ; downloaded: 0 — SCOPUS®: 3
IF 2005: 0.832; last: 0.990; IF5: 1.144 — EigenF 2005: 0.0187; last: 0.0086 — Article Infl. 2005: 0.9778; last: 0.6599
IF 2005: 0.832; last: 0.990; IF5: 1.144 — EigenF 2005: 0.0187; last: 0.0086 — Article Infl. 2005: 0.9778; last: 0.6599
Boissonnade, N, Jaspart, J.-P, Muzeau, J. P, & Villette, M. (2002). Improvement of the interaction formulae for beam columns in Eurocode 3. Computers & Structures, 80(27-30), 2375-2385.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 56 ; downloaded: 220 — SCOPUS®: 15
IF 2002: 0.688; last: 1.874; IF5: 1.961 — EigenF 2002: 0.0202; last: 0.0154 — Article Infl. 2002: 0.5678; last: 0.9105
IF 2002: 0.688; last: 1.874; IF5: 1.961 — EigenF 2002: 0.0202; last: 0.0154 — Article Infl. 2002: 0.5678; last: 0.9105
3.b. À portée nationale
En tant que premier ou dernier auteur
Amara, S, Kerdal, D. E, & Jaspart, J.-P. (2008, September). Effect of end connection restraints on the stability of steel beams in bending. Advanced Steel Construction, 243-259.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 113 (5 ULg) ; downloaded: 411 (2 ULg) — SCOPUS®: 0
IF 2008: -; last: 0.339; IF5: - — EigenF 2008: -; last: 0.0003 — Article Infl. 2008: -; last: 0.3051
IF 2008: -; last: 0.339; IF5: - — EigenF 2008: -; last: 0.0003 — Article Infl. 2008: -; last: 0.3051
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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 65 (1 ULg) ; downloaded: 115 (2 ULg) — SCOPUS®: 8
IF 2004: 0.613; last: 1.251; IF5: 1.285 — EigenF 2004: 0.0060; last: 0.0069 — Article Infl. 2004: 0.6622; last: 0.5075
IF 2004: 0.613; last: 1.251; IF5: 1.285 — EigenF 2004: 0.0060; last: 0.0069 — Article Infl. 2004: 0.6622; last: 0.5075
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: 38 ; downloaded: 7
Jaspart, J.-P, & Maquoi, R. (1992). L'analyse structurale semi-rigide: définition, domaine et mode d'application. Infrastructuur in het Leefmilieu, n°5/92, 335-348.
Peer reviewed
ORBi viewed: 23
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 = Tijdschrift der Openbare Werken van Belgie, N°2, 131-144.
Peer reviewed
ORBi viewed: 26 (6 ULg) — SCOPUS®: 0
En tant que co-auteur
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: 27 ; downloaded: 19
IF 2002: 0.127; last: 0.134; IF5: 0.149 — EigenF 2002: 0.0020; last: 0.0005 — Article Infl. 2002: 0.1279; last: 0.0775
IF 2002: 0.127; last: 0.134; IF5: 0.149 — EigenF 2002: 0.0020; last: 0.0005 — Article Infl. 2002: 0.1279; last: 0.0775
5. Ouvrages
5.a. En tant qu'auteur ou co-auteur
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: 23 (5 ULg)
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, El Mouraouah, A, El Zahabi, M, Esposto, M, Fiorino, L, Formisano, A, Gago, A. S, Gioncu, V, Gramatikov, K, Gavrilovic, P, Güneyisi, E. M, Iben Brahim, A, Jaspart, J.-P, Kasmi, M, Kerroum, M, Landolfo, R, Langone, I, Levy, R, Lungu, D, Lus, H, Mandara, A, Marinelli, K, Mazzolani, F. M, Messaoud, A, Milutinovic, Z, Mosoarca, M, Mourad, S, Nicolau, M, Niculescu, M, Pacheco, J, Palade, C, Papantonopoulos, K, Proença, J. M, Ramundo, F, Rutenberg, A, Sanri, I, Seymen, U, Sendova, V, Shapira, A, Speranza, E, Spina, G, Stojanovski, P, Toto, E. A, Vacareanu, R, Vayas, I, & Viskovic, A. (2012). FP6 PROHITECH project: Volume 1: Intervention strategies for the seismic protection of historical building heritage in the Mediterranean basin. Polimetrica.
ORBi viewed: 41 (8 ULg)
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, Demonceau, J.-F, Diaconu, D, Dogariu, A, Dubina, D, El Hammoumi, A, El Mouraouah, A, Esposito, V, Faggiano, B, Fiorino, L, Formisano, A, Gramatikov, K, Gonçalves, R, Grippa, M. R, Gueraoui, K, Iben Brahim, A, Jovanovski, M, Josifovski, J, Jaspart, J.-P, Kasmi, M, Kerroum, M, Kourkoulis, S, Kozlevcar, P, Krstevska, L, Landolfo, R, Loznica, E, Marinelli, K, Marzo, A, Mazzolani, F. M, Mouzakis, H. P, Nagy-György, T, Panao, A. S, Panico, S, Papanicolopulos, S.-A, Papantonopoulos, K, Pavel, M, Pavlovcic, L, Popa, V, Portioli, F, Proença, J. M, Psycharis, I. N, Sinur, F, Skuber, P, Stoian, V, Stratan, A, Tashkov, L, Toto, E. A, Vacareanu, R, & Vayas, I. (2012). FP6 PROHITECH project: Volume 3: Seismic Protection of historical buildings: experimental activity. Polimetrica.
ORBi viewed: 32 (6 ULg)
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, Eboli, A, El Hammoumi, A, El Mouraouah, A, Fiorino, L, Formisano, A, Hafid, M, Iben Brahim, A, Jaspart, J.-P, Kasmi, M, Kerroum, M, Kokalanov, G, Kourkoulis, S, Krstevska, L, Landolfo, R, Lazarov, L, Ly, L, Mammana, O, Marinelli, A, Mazzolani, F. M, Panao, A. S, Panico, S, Papanicolopulos, S.-A, Papantonopoulos, K, Pavlovcic, L, Portioli, F, Proença, J. M, Psycharis, I, Sinur, F, Skuber, P, Tashkov, L, Todorov, K, Toto, E. A, & Vayas, I. (2012). FP6 PROHITECH project: Volume 4: Seismic Protection of historical buildings: numerical analysis. Polimetrica.
ORBi viewed: 53 (7 ULg)
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: 66 (11 ULg)
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.
ORBi viewed: 77 (4 ULg)
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: 380 (18 ULg)
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: 308 (2 ULg)
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: 23 (5 ULg)
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: 13 (2 ULg)
6. Chapitres et parties d’ouvrages collectifs
6.a. Chapitres
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).
ORBi viewed: 64
Jaspart, J.-P. (2007). EUROCODE 3 EN 1993 Exemples d’application au calcul des structures en acier. EUROCODE 3 EN 1993 Exemples d’application au calcul des structures en acier (pp. 20). Bruxelles: Centre Information Acier.
ORBi viewed: 476 (7 ULg)
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: 287 (24 ULg)
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: 67 (1 ULg)
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: 22 (1 ULg)
Jaspart, J.-P. (2001). Merchant-Rankine approach for the design of steel and composite sway building frames. Festschrift Richard Greiner.
ORBi viewed: 34
Jaspart, J.-P. (2000). Idealisation of moment-rotation curves for structural joints. Festschrift Helmut BODE (pp. 465-476). Ibidem-Verlag.
ORBi viewed: 13
Jaspart, J.-P. (2000). Chapter 2: Integration of joint actual behaviour into the frame analysis and design process. Semi-rigidity in connections of structural steelworks: theory, analysis and design. Udine, Italy: Centre International des Sciences Mécaniques.
ORBi viewed: 23 (1 ULg)
Jaspart, J.-P, & Maquoi, R. (1999). Extension of characterisation procedures for structural joints to high strength steels. Festschrift Ferdinand TSCHEMMERNEGG (pp. 213-224).
ORBi viewed: 8
Jaspart, J.-P. (1999). Column bases in steel building frames. Column bases in steel building frames. Bruxelles/Luxembourg: Publications des Communautés Européennes.
ORBi viewed: 120
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: 18 (1 ULg)
Jaspart, J.-P. (1999). Recent advances in the field of structural steel joints and their representation in the building frame analysis and design process. Recent advances in the field of structural steel joints and their representation in the building frame analysis and design process. Bruxelles / Luxembourg: Publications des Communautés Européennes (COST).
ORBi viewed: 81 (2 ULg)
Jaspart, J.-P. (1999). Design of composite joints for buildings (rédaction du Chapitre 9 et de l'annexe 5). Design of composite joints for buildings. Bruxelles: Convention Européenne de la construction métallique.
ORBi viewed: 11 (1 ULg)
Jaspart, J.-P. (1999). Control of the semi-rigid behaviour of civil engineering structural connections. Control of the semi-rigid behaviour of civil engineering structural connections.
ORBi viewed: 16
Braham, M, Cerfontaine, F, Jaspart, J.-P, & Krier, V. (1998). Wirtschaftliche Ausführung von Verbindungen geschweisster Vollwandträger nach Eurocode 3. Festschrift Joachim LINDER (pp. 77-86).
ORBi viewed: 15
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: 31 (1 ULg)
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: 65 (1 ULg)
Anderson, D, Colson, A, & Jaspart, J.-P. (1996). Connections and frame design for economy. Connections and frame design for economy. Brussels, Belgium: ECCS.
ORBi viewed: 14
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: 24 (2 ULg)
Maquoi, R, & Jaspart, J.-P. (1988). Modelling of the behaviour of column web panels in semi-rigid joints. Miscellany dedicated to the 65th birthday of Academician Professor Dr. Nikola HAJDIN (pp. 97-106).
ORBi viewed: 13
Jaspart, J.-P. (n.d.). Design of connections in steel and composite structures. Design of connections in steel and composite structures. Convention Européenne de la Construction Métallique (CECM).
ORBi viewed: 135 (4 ULg)
9. Colloques et congrès scientifiques
9.a. Sur invitation
À portée internationale
Coméliau, L, Demonceau, J.-F, & Jaspart, J.-P. (in press). Innovative bolted beam-to-column joints for seismic resistant building frames. CONNECTIONS VII proceedings.
Peer reviewed
ORBi viewed: 61 (12 ULg) ; downloaded: 3
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: 12
Demonceau, J.-F, & Jaspart, J.-P. (2009, May). Experimental and analytical investigations on the response of structural building frames further to a column loss.
Peer reviewed
ORBi viewed: 119 (21 ULg) ; downloaded: 4 — SCOPUS®: 1
Demonceau, J.-F, & Jaspart, J.-P. (2008). Robustness of structures - behaviour of composite joints. Sixth International Workshop on Connections in Steel Structures (pp. 467-477).
Peer reviewed
ORBi viewed: 105 (10 ULg) ; downloaded: 142 (3 ULg)
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: 26 (4 ULg)
Rossi, B, & Jaspart, J.-P. (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: 6 (1 ULg)
Jaspart, J.-P, Demonceau, J.-F, & Coméliau, L. (2011). Robustness of steel and composite building structures. 7th National conference on steel structures proceedings (pp. 71-86).
Peer reviewed
ORBi viewed: 26 (3 ULg) ; downloaded: 34 (2 ULg)
Jaspart, J.-P, Demonceau, J.-F, & Coméliau, L. (2011). Robustness of steel and composite building structures. 7th National conference on steel structures (pp. 71-86).
ORBi viewed: 51 (6 ULg) ; downloaded: 69 (8 ULg)
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. Proceedings of the Colloquium on structural design of constructions subjected to exceptional or accidental actions (pp. 69-89).
Peer reviewed
ORBi viewed: 96 (15 ULg) ; downloaded: 56 (1 ULg)
9.b. Sur proposition personnelle
Publiées
À portée internationale
Avec peer reviewing
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: 74 (20 ULg) ; downloaded: 3 (2 ULg)
Demonceau, J.-F, Coméliau, L, & Jaspart, J.-P. (2011). ROBUSTNESS OF BUILDING STRUCTURES - Recent developments and adopted strategy. Eurosteel 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 2475-2480). ECCS.
Peer reviewed
ORBi viewed: 53 (8 ULg) ; downloaded: 2 (1 ULg)
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. EUROSTEEL 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 2481-2486). ECCS.
Peer reviewed
ORBi viewed: 46 (13 ULg) ; downloaded: 7 (2 ULg)
Coméliau, L, Demonceau, J.-F, & Jaspart, J.-P. (2011). Non-dissipative joints in seismic resistant building frames - Bolted beam-to-column joints. EUROSTEEL 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 423-428). ECCS.
Peer reviewed
ORBi viewed: 55 (8 ULg) ; downloaded: 1
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: 170 (7 ULg) ; downloaded: 15
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: 98 (5 ULg)
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: 129 (21 ULg) ; downloaded: 84 (7 ULg)
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). Rio de Janeiro, Brazil.
Peer reviewed
ORBi viewed: 244 (11 ULg) ; downloaded: 5
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: 84 (15 ULg) ; downloaded: 139 (4 ULg) — 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: 23 (4 ULg)
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: 22 (3 ULg) — SCOPUS®: 0
Ly, D. P. L, Demonceau, J.-F, Jaspart, J.-P, & Landolfo, R. (2009). Proposed design rules for iron columns reinforced by FRP. In F. M., Mazzolani, Protection of historical buildings, Prohitech 09.
Peer reviewed
ORBi viewed: 75 (20 ULg) ; downloaded: 2 (2 ULg)
Demonceau, J.-F, & Jaspart, J.-P. (2008). Experimental and analytical investigations on the behaviour of building frames further to a column loss. In F., Mazzolani, E., Mistakidis, R. P., Borg, M., Byfield, G., De Matteis, D., Dubina, M., Indirli, A., Mandara, J. P., Muzeau, F., Wald, & Y., Wang, Urban Habitat Constructions under Catastrophic Events (pp. 300-305).
Peer reviewed
ORBi viewed: 95 (19 ULg) ; downloaded: 63 (1 ULg)
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, Belgique: ULg.
Peer reviewed
ORBi viewed: 39 (9 ULg) ; downloaded: 2 (2 ULg)
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. EUROSTEEL 2008, 5th European Conference on Steel and Composite Structures (pp. 387-392). Bruxelles, Belgique: ECCS European Convention for Constructional Steelwork.
Peer reviewed
ORBi viewed: 156 (9 ULg) ; downloaded: 0
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, Belgique: ECCS European Convention for Constructional Steelwork.
Peer reviewed
ORBi viewed: 114 (13 ULg) ; downloaded: 8
Demonceau, J.-F, Luu, N. N. H, & Jaspart, J.-P. (2008). Development of membranar effects in frame beams: experimental and analytical investigations. EUROSTEEL 2008, 5th European Conference on Steel and Composite Structures (pp. 1743-1748). Bruxelles, Belgique: ECCS European Convention for Constructional Steelwork.
Peer reviewed
ORBi viewed: 45 (7 ULg) ; downloaded: 1 (1 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. EUROSTEEL 2008, 5th European Conference on Steel and Composite Structures (pp. 447-452). Bruxelles, Belgique: ECCS European Convention for Constructional Steelwork.
Peer reviewed
ORBi viewed: 83 (5 ULg) ; downloaded: 6 (1 ULg)
Jaspart, J.-P, & Demonceau, J.-F. (2008, July). Composite joints in robust building frames.
Peer reviewed
ORBi viewed: 54 (12 ULg) ; downloaded: 3
Jaspart, J.-P, & Demonceau, J.-F. (2007). Contribution to the derivation of robustness requirements for steel and composite structures. Proceedings of Advances in steel structures Conference (pp. 911-916).
Peer reviewed
ORBi viewed: 58 (11 ULg) ; downloaded: 77 (2 ULg) — SCOPUS®: 0
Ly, D. P. L, Rondal, J, & Jaspart, J.-P. (2007). Numerical and analytical investigations on iron columns reinforced by FRP under axial compression. In S. T., Smith (Ed.), Asia-Pacific Conference on FRP in Structures-APFIS07. Hong Kong, China: APFIS07.
Peer reviewed
ORBi viewed: 36 (3 ULg) ; downloaded: 2
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, UK: Nuffield Press.
Peer reviewed
ORBi viewed: 42 (8 ULg) ; downloaded: 24 (2 ULg)
Demonceau, J.-F, Luu, N. N. H, & Jaspart, J.-P. (2006). Recent investigations on the behaviour of buildings after the loss of a column. In D., Dubina & V., Ungureanu, Steel: a new and traditional material for building (pp. 480-490). Taylor & Francis.
Peer reviewed
ORBi viewed: 54 (9 ULg) ; downloaded: 31 (2 ULg) — 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: 15 (5 ULg)
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, Japon: AESE-2005.
Peer reviewed
ORBi viewed: 30 (1 ULg) ; downloaded: 1
Maquoi, R, Jaspart, J.-P, & Demonceau, J.-F. (2004). Contribution to the design of sway composite frames. In R., Leon & J., Lange, Composite Construction in Steel and Concrete V (pp. 653-663). The American Society of Civil Engineers.
Peer reviewed
ORBi viewed: 56 (10 ULg) ; downloaded: 105
Demonceau, J.-F, & Jaspart, J.-P. (2004). Experimental and analytical investigations on single-sided composite joint configuration. In J., Walraven, J., Blaauwendraad, T., Scarpas, & B., Snijder, 5th International PhD Symposium in Civil Engineering (pp. 341-349). Balkema.
Peer reviewed
ORBi viewed: 46 (7 ULg) ; downloaded: 91 (2 ULg) — SCOPUS®: 0
Demonceau, J.-F, & Jaspart, J.-P. (2004). Numerical and analytical investigations on composite sway frames. Modern Building Materials, Structures and Techniques (pp. 384-392).
Peer reviewed
ORBi viewed: 47 (11 ULg) ; downloaded: 107 (1 ULg)
Pietrapertosa, C, Zhang, L, Habraken, A, & Jaspart, J.-P. (2003). Clinching joining system: validation of numerical models. In V., Brucato, Proceedings of the 6th International ESAFORM Conference on Material Forming (pp. 351-354). Salerno, Italy: Nuova Ipsa editire.
Peer reviewed
ORBi viewed: 57 (4 ULg) ; downloaded: 94 (1 ULg)
Sans peer reviewing
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).
ORBi viewed: 94 (9 ULg) ; downloaded: 145 (4 ULg)
À portée nationale
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.
ORBi viewed: 23 (13 ULg) ; downloaded: 11 (3 ULg)
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: 36
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: 76 (4 ULg)
Hofmeyer, H, & Jaspart, J.-P. (2008). On the modelling of compressed long plates related to sheet-section behaviour. Proceedings of the Fifth International Conference on Thin-Walled Structures.
Peer reviewed
ORBi viewed: 9
Boissonnade, N, Weynand, K, & Jaspart, J.-P. (2008). Application of new Eurocode 3 formulae for beam-columns to class 3 hollow section members. Proceedings of the 12th International Symposium on Tubular Structures.
Peer reviewed
ORBi viewed: 20 (3 ULg)
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: 20
Vermeulen, 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: 51
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: 32 — SCOPUS®: 0
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: 49 (1 ULg)
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: 18
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: 36 — SCOPUS®: 0
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: 26 (1 ULg)
Cerfontaine, F, & Jaspart, J.-P. (2005). Resistance of joints submitted to combined axial force and bending. Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (pp. 4.10-229 - 4.10-236).
Peer reviewed
ORBi viewed: 35 (5 ULg)
Ling, X, & Jaspart, J.-P. (2005). Width-to-thickness ratios for classification of tubular sections. Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (pp. 1.4-183 - 1.4-190).
Peer reviewed
ORBi viewed: 28 (1 ULg)
Demonceau, J.-F, Luu, H, & Jaspart, J.-P. (2005). Intégrité structurale sous actions exceptionnelles. Actes du Colloque International: L'acier dans la construction 2ème édition (pp. 195-206).
Peer reviewed
ORBi viewed: 26 (4 ULg)
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. Proceedings of the 2005 Eurosteel Conference on Steel and Composite Structures (pp. 1.4-175 - 1.4-182).
Peer reviewed
ORBi viewed: 13 (1 ULg)
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: 23
Pietrapertosa, C, & Jaspart, J.-P. (2003). Study of the behaviour of welded joints between elliptical hollow sections. Proceedings of the 10th International Symposium on Tubular Structures (pp. 601-608).
Peer reviewed
ORBi viewed: 5
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: 10
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: 26 (1 ULg)
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: 11
Boissonnade, N, Jaspart, J.-P, Muzeau, J. P, & Villette, M. (2002). Analytical study of the interaction between bending and axial force in bolted joints. Proceedings of the Third European Conference on Steel Structures (EUROSTEEL) (pp. 997-1006).
Peer reviewed
ORBi viewed: 26
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: 11
Jaspart, J.-P. (2001). Eurocodes 3 et 4. Journée Technique Construction Métallique (pp. 16-41).
Peer reviewed
ORBi viewed: 39 (1 ULg)
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: 85 (1 ULg)
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: 25 — SCOPUS®: 5
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: 21
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: 24 (2 ULg)
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: 20
Boissonnade, N, Jaspart, J.-P, Muzeau, J.-P, & Villette, M. (2000). A proposal for beam-column interaction formulae. Proceedings of the International Conference on "Coupled instabilities in metal structures CIMS'2000" (pp. 697-704).
Peer reviewed
ORBi viewed: 26 (1 ULg)
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: 4
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: 57 (2 ULg)
Jaspart, J.-P. (1998). Chairman's Overview: Joints in Steel and Composite Structures. Proceedings of the COST C1 International Conference.
Peer reviewed
ORBi viewed: 5
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: 38
Braham, M, Cerfontaine, F, & Jaspart, J.-P. (1998). Economical design of joints between welded slender profiles according to Eurocode 3. Proceedings of the International Workshop on Trends and Developments in Buildings (pp. 91-100).
Peer reviewed
ORBi viewed: 8
Weynand, K, Jaspart, J.-P, & Steenhuis, M. (1998). Economy studies of steel building frames with semi-rigid joints. Proceedings of the Second World Conference on Constructional Steel Design (pp. 85).
Peer reviewed
ORBi viewed: 18 (1 ULg)
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: 15
Wald, F, Gresnigt, A. M, Weynand, K, & Jaspart, J.-P. (1998). Application of the component method to column bases. Proceedings of the COST C1 International Conference (pp. 115-124, 125-144 et 155-166).
Peer reviewed
ORBi viewed: 41 (3 ULg)
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: 38 (2 ULg)
Jaspart, J.-P, & Maquoi, R. (1997). Design handbook for frame design including joint behaviour. Proceedings of the First Annual Workshop, Targeted Research Action of the European Communities on Environmentally Friendly Construction Technologies.
Peer reviewed
ORBi viewed: 122
Jaspart, J.-P, & Weynand, K. (1997). New concepts for the design of joints. Proceedings of the 10th DASt-Forschungs-kolloquium Stahlbau.
Peer reviewed
ORBi viewed: 6
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: 20
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: 11
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: 5
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.
Peer reviewed
ORBi viewed: 23
Jaspart, J.-P. (1996). Design of Steel Connections according ENV 1993-1. Proceedings of the 15th IABSE Congress on Structural Engineering (pp. 961-966).
Peer reviewed
ORBi viewed: 7
Jaspart, J.-P, & Maquoi, R. (1996). Design handbook for frame design including joint behaviour. Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (pp. 371-378).
Peer reviewed
ORBi viewed: 22
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: 21 (4 ULg)
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: 7
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: 134 (7 ULg)
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: 14
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: 128 (1 ULg)
Jaspart, J.-P. (1995). Distribution des efforts dans les assemblages. Actes de la Journée d'études sur les assemblages dans la construction métallique.
ORBi viewed: 11
Jaspart, J.-P. (1995). Semi-rigidité des assemblages. Actes de la Journée d'études sur les assemblages dans la construction métallique.
ORBi viewed: 20
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: 52
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: 16
Guisse, S, & Jaspart, J.-P. (1995). Influence of structural frame bahaviour on joint design. Proceedings of the Third International Workshop on Connections in Steel Structures (pp. 321-330).
Peer reviewed
ORBi viewed: 8
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: 6
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: 2
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: 28
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: 198 (2 ULg)
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: 39 (1 ULg) — SCOPUS®: 2
Jaspart, J.-P. (1994). Perspectives d'avenir. Actes de la Journée d'études sur le boulon dans la construction métallique.
ORBi viewed: 5 (1 ULg)
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: 25
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: 25
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: 4
Jaspart, J.-P. (1992). Survey of the existing types of joint modelling. Proceedings du Workshop COST C1 (pp. 370-381).
Peer reviewed
ORBi viewed: 6
Maquoi, R, & Jaspart, J.-P. (1992). Modelling of beam-to-column joints for the design of steel building frames. Proceedings of the Constructional steel design conference.
Peer reviewed
ORBi viewed: 14
Altmann, R, Maquoi, R, & Jaspart, J.-P. (1992). Experimental study of the non-linear behaviour of beam-to-column composite joints. proceeding du Workshop COST C1 (pp. 134-143).
Peer reviewed
ORBi viewed: 11 (1 ULg)
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: 5
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: 53
Wald, F, Zandonini, R, & Jaspart, J.-P. (1991). The European steel design educational programme (ESDEP) for the Czechoslovak Praxis. Proceedings of the Symposium on transfer of technologies 2000, Czech technical University (pp. 86-92).
Peer reviewed
ORBi viewed: 101 (2 ULg)
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: 6
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: 13
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: 3
Maquoi, R, & Jaspart, J.-P. (1990). Study of the load-introduction deformability of column webs in strong axis beam-to-column joints. proceedings of the IUTAM Symposium on contact loading and local effects in thin-Walled plated and shell structures (pp. 204-211).
Peer reviewed
ORBi viewed: 3
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: 3 (1 ULg)
Altmann, R, Maquoi, R, & Jaspart, J.-P. (1990). Experimental study of the non-linear behaviour of beam-to-column composite joints. Proceedings of the International colloquium on stability of steel structures.
Peer reviewed
ORBi viewed: 7
Jaspart, J.-P, Schleich, J.-B, Altmann, R, & Maquoi, R. (1990). Etude expérimentale et théorique d'assemblages mixtes acier-béton. Rapport du symposium de l'AIPC - Construction mixte acier, béton et nouveau matériaux (pp. 407-412).
Peer reviewed
ORBi viewed: 41 (3 ULg)
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: 8
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: 16 (2 ULg)
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: 6
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: 9
Janss, J, Jaspart, J.-P, & Maquoi, R. (1988). Srength 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: 23
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: 51
Maquoi, R, Skaloud, M, & Jaspart, J.-P. (1986). Serviceability limit state of the webs in steel girders. Proceedings of the Second regional colloquium on stability of steel structures (pp. 109-116).
Peer reviewed
ORBi viewed: 7 (2 ULg)
Communications uniquement orales ou poster
À portée nationale
Jaspart, J.-P, & Ceuterik, E. (2000). Enseignement de la construction métallique. Aspects structuraux. Paper presented at Journée Enseignement Acier, Bruxelles, Belgique.
Peer reviewed
ORBi viewed: 20
Jaspart, J.-P. (1998, March 23). Documents pratiques pour l'utilisation de la partie 1 de l'Eurocode 3. Paper presented at Soirée d'étude Eurocode 3, Gembloux, Belgique.
ORBi viewed: 14
11. Rapports
11.a. Rapports de recherche
Externes
Sommariva, M, Maio, D, Demonceau, J.-F, Hoang Van Long, S, & 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: 13 (4 ULg) ; downloaded: 0
Ferrario, F, Bursi, O. S, Zanon, G, Demonceau, J.-F, Hoang Van Long, S, 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: 19 (5 ULg) ; downloaded: 0
Jaspart, J.-P, Demonceau, J.-F, Hoang Van Long, S, 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: 21 (4 ULg) ; downloaded: 1
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: 18 (2 ULg) ; downloaded: 0
Haremza, C, Santiago, A, Simões da Silva, L, Coméliau, L, Hoang Van Long, S, 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: 19 (7 ULg) ; downloaded: 1 (1 ULg)
Haremza, C, Santiago, A, Simões da Silva, L, Coméliau, L, Hoang Van Long, S, 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: 17 (6 ULg) ; downloaded: 1 (1 ULg)
Jaspart, J.-P, Demonceau, J.-F, Hoang Van Long, S, 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: 28 (4 ULg) ; downloaded: 1
Demonceau, J.-F, Hoang Van Long, S, 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). Draft Final Report - PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS. Communauté Européenne.
ORBi viewed: 23 (6 ULg) ; downloaded: 1 (1 ULg)
Sommariva, M, Maio, D, Demonceau, J.-F, Hoang Van Long, S, 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: 19 (7 ULg) ; downloaded: 0
Demonceau, J.-F, Huvelle, C, Coméliau, L, Hoang Van Long, S, 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 - Draft Final Report. Communauté Européene.
ORBi viewed: 32 (18 ULg) ; downloaded: 3 (3 ULg)
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: 19 (5 ULg) ; downloaded: 1 (1 ULg)
Demofonti, G, Zilli, G, Tamponi, G. M, Ferino, J, Jaspart, J.-P, Demonceau, J.-F, Hoang Van Long, S, 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: 10 (2 ULg) ; downloaded: 3
Rivera, S, Alvarez, R, Lezcano, R, Johansson, E, Fuertes, N, Guvaia, H, Maia, C, Jaspart, J.-P, Demonceau, J.-F, Hoang Van Long, S, 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: 23 (2 ULg) ; downloaded: 1
Fang, C, Izzuddin, B, Elghazouli, A, Nethercot, D, Coméliau, L, Jaspart, J.-P, Demonceau, J.-F, Huvelle, C, Hoang Van Long, S, 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: 28 (12 ULg) ; downloaded: 2 (2 ULg)
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: 21 (6 ULg) ; downloaded: 2 (2 ULg)
Sommariva, M, Maio, D, Demonceau, J.-F, Hoang Van Long, S, 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: 9 (2 ULg) ; downloaded: 0
Pournara, A.-E, Varelis, G. E, Papatheocharis, C, Perdikaris, P, Pappa, P, Karamanos, S. A, Demonceau, J.-F, Hoang Van Long, S, 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: 13 (3 ULg) ; downloaded: 0
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 Van Long, S, 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: 14 (1 ULg) ; downloaded: 1
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: 168 (2 ULg)
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: 119 (3 ULg)
Demonceau, J.-F, & Jaspart, J.-P. (2009). RECENT STUDIES CONDUCTED AT LIEGE UNIVERSITY IN THE FIELD OF COMPOSITE CONSTRUCTION. ECCS - TC11.
ORBi viewed: 12 (1 ULg) ; downloaded: 0
Ly, D. P. L, Jaspart, J.-P, & Demonceau, J.-F. (2008). Iron columns reinforced by FRP under axial compression (02.08.02.02). Naples, Italie: Prohitech project.
ORBi viewed: 28 (9 ULg) ; downloaded: 1 (1 ULg)
Ly, D. P. L, Demonceau, J.-F, & Jaspart, J.-P. (2008). Iron and FRP materials (02.08.01.02). Naples, Italie: Prohitech project.
ORBi viewed: 32 (4 ULg) ; downloaded: 0
Ly, D. P. L, Demonceau, J.-F, & Jaspart, J.-P. (2008). Development of design rules for iron columns reinforced by FRP (02.09.01.02). Naple, Italie: Prohitech project.
ORBi viewed: 25 (5 ULg) ; downloaded: 0
Ly, D. P. L, Demonceau, J.-F, & Jaspart, J.-P. (2008). Tests on iron columns reinforced by FRP (02.07.02.02). Naples, Italie: Prohitech project.
ORBi viewed: 22 (5 ULg) ; downloaded: 2 (2 ULg)
Ly, D. P. L, Demonceau, J.-F, & Jaspart, J.-P. (2008). Tests on iron materials (02.07.01.02). Naples, Italie: Prohitech project.
ORBi viewed: 20 (7 ULg) ; downloaded: 0
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: 127 (14 ULg)
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: 87 (12 ULg)
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 (EUR 21913). Luxembourg, Luxembourg: Office for Official Publications of the European Communities.
ORBi viewed: 39 (13 ULg)
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: 72 (5 ULg)
Internes
Ly, D. P. L, Verstraete, M, & Jaspart, J.-P. (2004). Essais de matériau de bois.
ORBi viewed: 54 (10 ULg) ; downloaded: 3 (1 ULg)
11.b. Rapports d'expertise
Jaspart, J.-P, Huvelle, C, & Demonceau, J.-F. (2012). Gap analysis on robustness of tubular structures. CIDECT.
ORBi viewed: 39 (6 ULg) ; downloaded: 1
12. Documents pédagogiques
Coméliau, L, Demonceau, J.-F, & Jaspart, J.-P. (2011). Robustness of steel structures - Exercise: Application of different robustness approaches to a frame building structure.
ORBi viewed: 41 (6 ULg) ; downloaded: 0
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.
ORBi viewed: 33 (3 ULg) ; downloaded: 0
Coméliau, L, Demonceau, J.-F, & Jaspart, J.-P. (2011). Robustness of steel structures - Homework: Application of different robustness approaches to a frame building structure.
ORBi viewed: 42 (4 ULg) ; downloaded: 0
Rossi, B, & Jaspart, J.-P. (2011). Valorisation action of plastic member capacity of semi-compact steel sections - a more economic design.
ORBi viewed: 10
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: 121 (4 ULg) ; downloaded: 112 (2 ULg)
Jaspart, J.-P, Maquoi, R, & Demonceau, J.-F. (2006). Elements de construction mixte.
ORBi viewed: 83 (8 ULg) ; downloaded: 5 (3 ULg)