Publications et communications de Jean-Marc Franssen

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

1. Thèses et mémoires

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

Franssen, J.-M. (1997). Contributions à la modélisation des incendies dans les bâtiments et de leurs effets sur les structures. Unpublished post doctoral thesis (Agrégation de l'enseignement supérieur), Université de Liège, ​Liège, ​​Belgique.
Jury: Dotreppe, J.-C. (Promotor), Cescotto, S., fontana, M., & Hogge, M.
ORBi viewed: 247 (12 ULg) ; downloaded: 894 (7 ULg)

1.b. Thèses de doctorat

Franssen, J.-M. (1987). Etude du comportement au feu des structures mixtes acier-béton. Unpublished doctoral thesis, Université de Liège, ​Liège, ​​Belgium.
Jury: Dotreppe, J.-C. (Promotor), Cescotto, S., Baus, R., Hogge, M., Klingsch, W., Minne, R., Rondal, J., & Schleich, J.-B.
ORBi viewed: 160 (13 ULg) ; downloaded: 23 (1 ULg) — SCOPUS®: -

3. Articles dans des revues scientifiques avec peer reviewing

3.a. À portée internationale

En tant que premier ou dernier auteur

Gernay, T., & Franssen, J.-M. (2015). A plastic-damage model for concrete in fire: Applications in structural fire engineering. Fire Safety Journal, 71, 268–278.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 39 (10 ULg) ; downloaded: 3 (3 ULg) — SCOPUS®: 0
IF 2015: ?; last: 1.063; IF5: 1.751 — EigenF 2015: ?; last: 0.0039 — Article Infl. 2015: ?; last: 0.6618
Gernay, T., Millard, A., & Franssen, J.-M. (2013). A multiaxial constitutive model for concrete in the fire situation: Theoretical formulation. International Journal of Solids and Structures, 50(22-23), 3659-3673.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 90 (24 ULg) ; downloaded: 63 (10 ULg) — SCOPUS®: 1
IF 2013: 2.035; last: 2.035; IF5: 2.252 — EigenF 2013: ?; last: 0.0344 — Article Infl. 2013: ?; last: 0.9528
Tondini, N., Rossi, B., & Franssen, J.-M. (2013). Experimental investigation on ferritic stainless steel columns in fire. Fire Safety Journal, 62, 238-248.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 30 (4 ULg) ; downloaded: 1 (1 ULg) — SCOPUS®: 0
IF 2013: 1.063; last: 1.063; IF5: 1.751 — EigenF 2013: ?; last: 0.0039 — Article Infl. 2013: ?; last: 0.6618
Tonicello, E., Vassart, O., Zanon, R., & Franssen, J.-M. (2012). Structural fire design and optimisation of a building. Structural Engineering International, 22(4), 541-544.
Peer reviewed
ORBi viewed: 104 (2 ULg) ; downloaded: 122 — SCOPUS®: 0
IF 2012: 0.131; last: 0.342; IF5: - — EigenF: — Article Infl.:
Vassart, O., Bailey, C. G., Hawes, M., Nadjai, A., Simms, W. I., Zhao, B., Gernay, T., & Franssen, J.-M. (2012). Large-scale fire test of unprotected cellular beam acting in membrane action. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 165(7), 327–334.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 63 (24 ULg) ; downloaded: 3 (3 ULg) — SCOPUS®: 4
IF 2012: 0.609; last: 0.282; IF5: 0.594 — EigenF 2012: ?; last: 0.0008 — Article Infl. 2012: ?; last: 0.2698
Zaharia, R., & Franssen, J.-M. (2012). Simple equations for the calculation of the temperature within the cross-section of slim floor beams under ISO Fire. Steel and Composite Structures.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 43 (12 ULg) ; downloaded: 3 (3 ULg) — SCOPUS®: 0
IF 2012: 0.933; last: 0.719; IF5: 0.697 — EigenF 2012: ?; last: 0.0008 — Article Infl. 2012: ?; last: 0.2912
Vassart, O., Bailey, C. G., Hawes, M., Nadjai, A., Simms, W. I., Zhao, B., Gernay, T., & Franssen, J.-M. (2011). Large-Scale Fire Test of Unprotected Cellular Beam Acting in Membrane Action. Journal of Structural Fire Engineering, 2(4), 259-268.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 74 (31 ULg) ; downloaded: 4 (2 ULg) — SCOPUS®: 4
Dimia, M. S., Guenfoud, M., Gernay, T., & Franssen, J.-M. (2011). Collapse of concrete columns during and after the cooling phase of a fire. Journal of Fire Protection Engineering, 21(4), 245–263.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 166 (43 ULg) ; downloaded: 12 (8 ULg) — SCOPUS®: 2
IF 2011: 0.192; last: 0.259; IF5: 0.400 — EigenF 2011: ?; last: 0.0004 — Article Infl. 2011: ?; last: 0.4163
Li, Y.-H., & Franssen, J.-M. (2011). Test results and model for the residual compressive strength of concrete after a fire. Journal of Structural Fire Engineering, 2(1), 29-44.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 144 (16 ULg) ; downloaded: 184 (7 ULg) — SCOPUS®: 4
Lopes, N., Vila Real, P., Simões da Silva, L., & Franssen, J.-M. (2010). Axially Loaded Stainless Steel Columns in Case of Fire. Journal of Structural Fire Engineering, 1(1), 43-59.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 78 (11 ULg) ; downloaded: 91 (2 ULg) — SCOPUS®: 5
Lopes, N., Vila Real, P., Simoes da Silva, L., & Franssen, J.-M. (2010). Numerical Modelling of Thin-Walled Stainless Steel Structural Elements in Case of Fire. Fire Technology, 46(1), 91 - 108.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 70 (9 ULg) ; downloaded: 218 (3 ULg) — SCOPUS®: 3
IF 2010: 0.362; last: 1.000; IF5: 0.906 — EigenF 2010: 0.0004; last: 0.0004 — Article Infl. 2010: 0.2684; last: 0.2684
Cachim, P., & Franssen, J.-M. (2010). Assessment of Eurocode 5 charring rate calculation methods. Fire Technology, 46, 169-181.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 109 (3 ULg) ; downloaded: 95 (1 ULg) — SCOPUS®: 5
IF 2010: 0.362; last: 1.000; IF5: 0.906 — EigenF 2010: 0.0004; last: 0.0004 — Article Infl. 2010: 0.2684; last: 0.2684
Cachim, P. B., & Franssen, J.-M. (2009). Numerical modelling of timber connections under fire loading using a component model. Fire Safety Journal, 44, 840-853.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 82 (3 ULg) ; downloaded: 118 (1 ULg) — SCOPUS®: 12
IF 2009: 1.259; last: 1.063; IF5: 1.751 — EigenF 2009: 0.0025; last: 0.0029 — Article Infl. 2009: 0.4824; last: 0.4641
Cachim, P. B., & Franssen, J.-M. (2009). Comparison between the charring rate model and the conductive model of Eurocode 5. Fire & Materials, 33, 129-143.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 97 (2 ULg) ; downloaded: 103 — SCOPUS®: 11
IF 2009: 1.196; last: 1.208; IF5: 1.316 — EigenF 2009: 0.0012; last: 0.0012 — Article Infl. 2009: 0.404; last: 0.4602
Schneider, U., Schneider, M., & Franssen, J.-M. (2009). Calculation of a Tunnel Cross Section Subjected to Fire. Acta Polytechnica, 49(1/2009), 44-55.
Peer reviewed
ORBi viewed: 68 (11 ULg) ; downloaded: 2
Pérez-Jiménez, C., Guigay, G. J., Horvat, A., Sinai, Y., & Franssen, J.-M. (2009). Influence of ostacles on the development of gravity current prior to backdraft. Fire Technology.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 46 (3 ULg) ; downloaded: 42 — SCOPUS®: 1
IF 2009: 0.366; last: 1.000; IF5: 0.906 — EigenF 2009: 0.0003; last: 0.0004 — Article Infl. 2009: 0.1856; last: 0.2684
Franssen, J.-M., & Riva, P. (2008). Plastic analysis of continuous beams. Fire design of concrete structures - structural behaviour and assessment. State-of-art report, Bulletin 46, 55-62.
Peer reviewed
ORBi viewed: 121 (3 ULg) ; downloaded: 178 (1 ULg)
Vila Real, P. M. M., Lopes, N., Simoes da Silva, L., & Franssen, J.-M. (2008). Lateral-torsional buckling of stainless steel I-beam in case of fire. Journal of Constructional Steel Research, 64, 1302-1309.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 94 (2 ULg) ; downloaded: 116 — SCOPUS®: 7
IF 2008: 0.841; last: 1.370; IF5: 1.717 — EigenF 2008: 0.0062; last: 0.0069 — Article Infl. 2008: 0.5314; last: 0.5075
Franssen, J.-M. (2006). Calculation of temperature in fire-exposed bare steel structures: Comparison between ENV 1993-1-2 and EN 1993-1-2. Fire Safety Journal, 41(2), 139-143.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 34 (1 ULg) ; downloaded: 4 — SCOPUS®: 4
IF 2006: 0.481; last: 1.063; IF5: 1.751 — EigenF 2006: 0.0020; last: 0.0029 — Article Infl. 2006: 0.4162; last: 0.4641
Njankouo, J. M., Dotreppe, J.-C., & Franssen, J.-M. (2005). Fire resistance of timbers from tropical countries and comparison of experimental charring rates with various models. Construction & Building Materials, 19(5), 376-386.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 148 (8 ULg) ; downloaded: 88 — SCOPUS®: 10
IF 2005: 0.343; last: 2.265; IF5: 2.769 — EigenF 2005: 0.0035; last: 0.0121 — Article Infl. 2005: 0.5137; last: 0.5379
Franssen, J.-M. (2005). SAFIR: A thermal/structural program for modeling structures under fire. Engineering Journal-American Institute of Steel Construction Inc, 42(3), 143-158.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 835 (29 ULg) ; downloaded: 781 (5 ULg) — SCOPUS®: 127
IF 2005: 0.389; last: 1.371; IF5: 0.740 — EigenF 2005: 0.0005; last: 0.0006 — Article Infl. 2005: 0.2336; last: 0.2884
Talamona, D., & Franssen, J.-M. (2005). A Quadrangular Shell Finite Element for Concrete and Steel Structures Subjected to Fire. Journal of Fire Protection Engineering, 15, 237-264.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 34 (2 ULg) ; downloaded: 175 (1 ULg) — SCOPUS®: 9
IF 2005: -; last: 0.259; IF5: 0.400 — EigenF 2005: -; last: 0.0004 — Article Infl. 2005: -; last: 0.4163
Lim, L., Buchanan, A., Moss, P., & Franssen, J.-M. (2004). Computer modeling of restrained reinforced concrete slabs in fire conditions. Journal of Structural Engineering, 130(12), 1964-1971.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 53 (1 ULg) ; downloaded: 0 — SCOPUS®: 10
IF 2004: 0.774; last: 1.488; IF5: 1.700 — EigenF 2004: 0.0225; last: 0.0133 — Article Infl. 2004: 1.0377; last: 0.7587
Lim, L., Buchanan, A., Moss, P., & Franssen, J.-M. (2004). Numerical modelling of two-way reinforced concrete slabs in fire. Engineering Structures, 26(8), 1081-1091.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 91 (3 ULg) ; downloaded: 746 (5 ULg) — SCOPUS®: 47
IF 2004: 0.809; last: 1.767; IF5: 2.295 — EigenF 2004: 0.0125; last: 0.0176 — Article Infl. 2004: 0.7419; last: 0.7123
Vila Real, P., Lopes, N., da Silva, L. S., Piloto, P., & Franssen, J.-M. (2004). Numerical modelling of steel beam-columns in case of fire - comparisons with Eurocode 3. Fire Safety Journal, 39(1), 23-39.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 49 (1 ULg) ; downloaded: 109 (1 ULg) — SCOPUS®: 14
IF 2004: 0.500; last: 1.063; IF5: 1.751 — EigenF 2004: 0.0028; last: 0.0029 — Article Infl. 2004: 0.5851; last: 0.4641
Franssen, J.-M. (2004). Numerical determination of 3D temperature fields in steel joints. Fire & Materials, 28(2-4, MAR-AUG), 63-82.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 34 (6 ULg) ; downloaded: 31 — SCOPUS®: 7
IF 2004: 0.463; last: 1.208; IF5: 1.316 — EigenF 2004: 0.0011; last: 0.0012 — Article Infl. 2004: 0.2709; last: 0.4602
Njankouo, J. M., Dotreppe, J.-C., & Franssen, J.-M. (2004). Experimental study of the charring rate of tropical hardwoods. Fire & Materials, 28(1, JAN-FEB), 15-24.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 94 (2 ULg) ; downloaded: 113 — SCOPUS®: 13
IF 2004: 0.463; last: 1.208; IF5: 1.316 — EigenF 2004: 0.0011; last: 0.0012 — Article Infl. 2004: 0.2709; last: 0.4602
Vila Real, P., Lopes, N., da Silva, L. S., & Franssen, J.-M. (2004). Lateral-torsional buckling of unrestrained steel beams under fire conditions: Improvement of EC3 proposal. Computers & Structures, 82, 1737-1744.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 107 ; downloaded: 221 — SCOPUS®: 9
IF 2004: 0.741; last: 2.178; IF5: 2.676 — EigenF 2004: 0.0203; last: 0.0154 — Article Infl. 2004: 0.6907; last: 0.9105
Vila Real, P., Lopes, N., da Silva, L., Piloto, P., & Franssen, J.-M. (2003). Towards a consistant safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures. Steel & Composite Structures, 3(6), 383-401.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 88 (5 ULg) ; downloaded: 67 (1 ULg)
IF 2003: -; last: 0.719; IF5: 0.697 — EigenF 2003: -; last: 0.0008 — Article Infl. 2003: -; last: 0.2813
Cadorin, J.-F., Pintea, D., Dotreppe, J.-C., & Franssen, J.-M. (2003). A tool to design steel elements submitted to compartment fires - OZone V2. Part 2: Methodology and application. Fire Safety Journal, 38(5), 429-451.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 347 (7 ULg) ; downloaded: 241 (1 ULg) — SCOPUS®: 24
IF 2003: 0.610; last: 1.063; IF5: 1.751 — EigenF 2003: 0.0024; last: 0.0029 — Article Infl. 2003: 0.4973; last: 0.4641
Vila Real, P., Piloto, P., & Franssen, J.-M. (2003). A new proposal of a simple model for the lateral-torsional buckling of unrestrained steel I-beams in case of fire: experimental and numerical validation. Journal of Constructional Steel Research, 59(2), 179-199.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 31 (3 ULg) ; downloaded: 82 (1 ULg) — SCOPUS®: 21
IF 2003: 0.543; last: 1.370; IF5: 1.717 — EigenF 2003: 0.0054; last: 0.0069 — Article Infl. 2003: 0.6552; last: 0.5075
Franssen, J.-M., & Dotreppe, J.-C. (2003). Fire tests and calculation methods for circular concrete columns. Fire Technology, 39(1), 89-97.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 70 (4 ULg) ; downloaded: 648 (1 ULg) — SCOPUS®: 21
IF 2003: 0.071; last: 1.000; IF5: 0.906 — EigenF 2003: 0.0004; last: 0.0004 — Article Infl. 2003: 0.1653; last: 0.2684
Franssen, J.-M. (2003). Consequences of imperfect insulation - Numerical Modelling. Journal of Fire Protection Engineering, 18, 24-33.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 38 (4 ULg) ; downloaded: 36 (2 ULg)
IF 2003: -; last: 0.259; IF5: 0.400 — EigenF 2003: -; last: 0.0004 — Article Infl. 2003: -; last: 0.4163
Talamona, D., Castagne, S., & Franssen, J.-M. (2003). Nonlinear thin shell finite element for steel and concrete structures subjected to fire: verification and validation. Journal of Applied Fire Science, 12(1), 65-81.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 33 ; downloaded: 18 — SCOPUS®: 1
Vila Real, P. M. M., & Franssen, J.-M. (2001). Numerical modelling of lateral-torsional buckling of steel I-beams under fire conditions - Comparison with Eurocode 3. Journal of Fire Protection Engineering, 11(2), 112-128.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 36 (1 ULg) ; downloaded: 19 — SCOPUS®: 11
IF 2001: ?; last: 0.259; IF5: 0.400 — EigenF 2001: -; last: 0.0004 — Article Infl. 2001: -; last: 0.4163
Franssen, J.-M. (2000). Failure temperature of a System Comprising a Restrained Column Submitted to Fire. Fire Safety Journal, 34, 191-207.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 51 (1 ULg) ; downloaded: 43 — SCOPUS®: 33
IF 2000: 0.352; last: 1.063; IF5: 1.751 — EigenF 2000: 0.0016; last: 0.0029 — Article Infl. 2000: 0.3469; last: 0.4641
Franssen, J.-M. (1999). Numerische Modellierung von Tragwerken unter Brandeinwirkung. Stahlbau, 68(6), 421-428.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 7 (2 ULg) — SCOPUS®: 0
IF 1999: -; last: 0.225; IF5: 0.214 — EigenF 1999: -; last: 0.0006 — Article Infl. 1999: -; last: 0.1326
Cooper, L., & Franssen, J.-M. (1999). A Basis for Using Fire Modeling with 1-D Thermal Analyses of Partitions to Simulate 2-D and 3-D Structural Performance in Real Fires. Fire Safety Journal, 33, 115-128.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 15 (3 ULg) ; downloaded: 0 — SCOPUS®: 2
IF 1999: 0.378; last: 1.063; IF5: 1.751 — EigenF 1999: 0.0017; last: 0.0039 — Article Infl. 1999: 0.3431; last: 0.6618
Franssen, J.-M., & Dhima, D. (1999). Analyse du comportement des structures métalliques en cas d'incendie. Construction Métallique, 3, 27-36.
Peer reviewed
ORBi viewed: 22 (1 ULg)
Franssen, J.-M., Talamona, D., Kruppa, J., & Cajot, L.-G. (1998). Stability of Steel Columns in Case of Fire : Experimental evaluation. Journal of Structural Engineering, 124(2), 158-163.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 62 (5 ULg) — SCOPUS®: 37
IF 1998: 0.407; last: 1.488; IF5: 1.700 — EigenF 1998: 0.0186; last: 0.0133 — Article Infl. 1998: 0.6498; last: 0.7587
Franssen, J.-M. (1996). Analysis of structural members under elevated temperature conditions- Discussion. Journal of Structural Engineering, 10, 1253-1255.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 21 (1 ULg)
IF 1996: 0.468; last: 1.488; IF5: 1.700 — EigenF 1996: ?; last: 0.0133 — Article Infl. 1996: ?; last: 0.7587
Franssen, J.-M., schleich, J.-B., Cajot, L.-G., & Azpiazu, W. (1996). A Simple Model for the Fire Resistance of Axially Loaded Members - Comparison with experimental results. Journal of Constructional Steel Research, 37, 175-204.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 13 (1 ULg) — SCOPUS®: 26
IF 1996: 0.357; last: 1.370; IF5: 1.717 — EigenF 1996: ?; last: 0.0069 — Article Infl. 1996: ?; last: 0.5075
Franssen, J.-M., Schleich, J.-B., & Cajot, L.-G. (1995). A Simple Model for the Fire Resistance of Axially-Loaded Members According to Eurocode 3. Journal of Constructional Steel Research, 35, 49-69.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 26 (1 ULg) — SCOPUS®: 28
IF 1995: 0.178; last: 1.370; IF5: 1.717 — EigenF 1995: ?; last: 0.0069 — Article Infl. 1995: ?; last: 0.5075
Franssen, J.-M., Cooke, C. M. E., & Latham, D. J. (1995). Numerical simulation of a full scale fire test on a loaded steel framework. Journal of Constructional Steel Research, 35, 377-407.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 24 (1 ULg) ; downloaded: 93 — SCOPUS®: 25
IF 1995: 0.178; last: 1.370; IF5: 1.717 — EigenF 1995: ?; last: 0.0069 — Article Infl. 1995: ?; last: 0.5075
heinen, P., & Franssen, J.-M. (1994). Application de l'Eurocode 3 – partie 1.2 : proposition de méthodes simplifiées pour le calcul de la résistance au feu de portiques simples non contreventés. Construction Métallique, 3, 3-11.
Peer reviewed
ORBi viewed: 80 (2 ULg)
Franssen, J.-M. (1990). The unloading of building materials submitted to fire. Fire Safety Journal, 3, 213-227.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 36 (3 ULg) ; downloaded: 80 (3 ULg) — SCOPUS®: 26
IF 1990: ?; last: 1.063; IF5: 1.751 — EigenF 1990: ?; last: 0.0029 — Article Infl. 1990: ?; last: 0.4641
Franssen, J.-M. (1989). Modélisation et influence des contraintes résiduelles dans les profils métalliques soumis à l'incendie. Construction Métallique, 3, 35-42.
Peer reviewed
ORBi viewed: 40 (1 ULg)
Franssen, J.-M. (1986). Comportement de colonnes massives en acier soumises à l'incendie. Construction Métallique, 1, 37-45.
Peer reviewed
ORBi viewed: 23 (1 ULg)
Franssen, J.-M. (1984). Particular points of elastic analysis of clad pitched roof portal frame structures. Thin-Walled Structures, 2(2), 165-174.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 29 (6 ULg) ; downloaded: 138 (1 ULg) — SCOPUS®: 0
IF 1984: ?; last: 1.432; IF5: 1.752 — EigenF 1984: ?; last: 0.0060 — Article Infl. 1984: ?; last: 0.5597
Franssen, J.-M. (1983). Evaluation quantitative et qualitative de la collaboration des toitures en tôles minces. Construction Métallique, 2, 65-75.
Peer reviewed
ORBi viewed: 58 (4 ULg) ; downloaded: 136 (1 ULg)

En tant que co-auteur

Nadjai, A., Bailey, C., Vassart, O., Han, S., Zhao, B., Hawes, M., Franssen, J.-M., & Simms, I. (2011). Full-scale fire test on a composite floor slab incorporating long span cellular steel beams. Structural Engineer, 89(21), 18-25.
Peer reviewed
ORBi viewed: 68 (1 ULg) ; downloaded: 1 — SCOPUS®: 5
Pucinotti, R., Bursi, O., Franssen, J.-M., & Lennon, T. (2011). Seismic-induced fire resistance of composite welded beam-to-column joints with concrete-filled tubes. Fire Safety Journal, 46, 335-347.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 48 (2 ULg) ; downloaded: 77 — SCOPUS®: 5
IF 2011: 1.656; last: 1.063; IF5: 1.751 — EigenF 2011: ?; last: 0.0029 — Article Infl. 2011: ?; last: 0.4641
Pérez Jiménez, C., Franssen, J.-M., & Karlsson, B. (2009). Influence of gas species on backdraft probability using a diffusion flame limits criterion. Journal of Fire Sciences, 27(2), 143-156.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 52 (7 ULg) ; downloaded: 421 — SCOPUS®: 0
IF 2009: 0.860; last: 1.258; IF5: 1.190 — EigenF 2009: 0.0010; last: 0.0009 — Article Infl. 2009: 0.3698; last: 0.3641
Schneider, U., Felicetti, R., Debicki, G., Franssen, J.-M., Jumppanen, U.-M., Khoury, G., Leonovitch, S., Millard, A., Morris, W. A., Phan, L., Pimienta, P., Rodrigues, J. P., Schlangen, E., Schwesinger, P., & Zaitsev, Y. (2007). Recommendation of RILEM TC 200-HTC: Mechanical concrete properties at high temperatures-modelling and applications : Part I. General presentation. Materials and Structures, 40(9), 841-853.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 87 (2 ULg) ; downloaded: 61 — SCOPUS®: 6
IF 2007: 0.530; last: 1.390; IF5: 1.668 — EigenF 2007: 0.0055; last: 0.0059 — Article Infl. 2007: 0.5187; last: 0.5672
Dotreppe, J.-C., Franssen, J.-M., & Vanderzeipen, Y. (1999). Calculation Method for Design of Reinforced Concrete Columns under Fire Conditions. ACI Structural Journal, 96(1), 9-18.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 225 (3 ULg) — SCOPUS®: 27
IF 1999: 0.345; last: 0.964; IF5: 1.505 — EigenF 1999: 0.0071; last: 0.0049 — Article Infl. 1999: 0.7099; last: 0.6199
Talamona, D., Franssen, J.-M., Schleich, J.-B., & Kruppa, J. (1997). Stability of Steel Columns in Case of Fire : Numerical Modelling. Journal of Structural Engineering, 123(6), 713-720.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 42 (4 ULg) — SCOPUS®: 27
IF 1997: 0.44; last: 1.488; IF5: 1.700 — EigenF 1997: 0.0169; last: 0.0133 — Article Infl. 1997: 0.5691; last: 0.7587
Talamona, D., Kruppa, J., Franssen, J.-M., & Recho, N. (1996). Factors influencing the behavior of steel columns exposed to fire. Journal of Fire Protection Engineering, 8(1), 31-43.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 21 (3 ULg) — SCOPUS®: 2
IF 1996: -; last: 0.259; IF5: 0.400 — EigenF 1996: ?; last: 0.0004 — Article Infl. 1996: ?; last: 0.4163
Dotreppe, J.-C., Franssen, J.-M., & Schleich, J.-B. (1984). Computer aided fire resistance for steel and composite structures. Acier = Stahl = Steel, 3, 105-112.
Peer reviewed
ORBi viewed: 69 (4 ULg) ; downloaded: 68 (2 ULg)

Autres

Franssen, J.-M., & Vila Real, P. (Eds.). (2007). Editorial. Fire Safety Journal, 42(6-7, SEP-OCT), 407-407.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 13 (2 ULg) ; downloaded: 7 — SCOPUS®: 0
IF 2007: 0.514; last: 1.063; IF5: 1.751 — EigenF 2007: 0.0019; last: 0.0029 — Article Infl. 2007: 0.3743; last: 0.4641
Franssen, J.-M. (Ed.). (2003). Special issue on properties of concrete and behavior of concrete columns subjected to fire. Fire Technology, 39(1), 97.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 30 (4 ULg) ; downloaded: 50
IF 2003: 0.071; last: 1.000; IF5: 0.906 — EigenF 2003: 0.0004; last: 0.0004 — Article Infl. 2003: 0.1653; last: 0.2684

3.b. À portée nationale

En tant que premier ou dernier auteur

Fellah, F., Dotreppe, J.-C., Seridi, A., & Franssen, J.-M. (2011). Comparison between various methods for the evaluation of the fire resistance of concrete filled hollow steel columns. Proceeding of the Romanian Academy. Series A, Mathematics, Physics, Technical Sciences, Information Science, 12(4), 324-331.
Peer reviewed
ORBi viewed: 50 (8 ULg) ; downloaded: 31 (2 ULg) — SCOPUS®: 0
IF 2011: 0.276; last: 1.115; IF5: 0.644 — EigenF 2011: ?; last: 3.2E-5 — Article Infl. 2011: ?; last: 0.0153
Mesquita, L., Piloto, P. A. G., Vaz, M. A. P., Vila real, P. M. M., & Franssen, J.-M. (2004). Instabilidade de vigas a altas temperaturas - Estudo numérico e experimental. Mecânica Experimental, 10, 139-146.
Peer reviewed
ORBi viewed: 16 (2 ULg) ; downloaded: 1 (1 ULg)
Zaharia, R., & Franssen, J.-M. (2001). Verifìcarea unei structuri metalice pentru depozitare paletizata la actinuea focului. Zilele Academice Timisorene Editia VII - Buletinul Stiintific al Universitatii Politehnica din Timisoara, 46(60), 288-298.
Peer reviewed
ORBi viewed: 58 (1 ULg) ; downloaded: 92
Vila Real, P. M. M., Piloto, P. A. G., & Franssen, J.-M. (2000). Modelaçao numérica do comportamento de uma estrutura metalica sujeita à acçao do fogo - Analise de varios cenarios de incëndio. Revista Portuguesa de Engenharia de Estruturas (RPEE), 47, 23-33.
Peer reviewed
ORBi viewed: 114 (1 ULg) ; downloaded: 76
Franssen, J.-M. (1992). Résistance au feu des ossatures métalliques. Revue Roumaine des Sciences Techniques. Série de Mécanique Appliquée, 37(3), 329-340.
Peer reviewed
ORBi viewed: 16 (1 ULg)
Franssen, J.-M., & Dotreppe, J.-C. (1988). Evaluation du comportement mécanique des matériaux en cas d'incendie et influence sur la réponse structurelle. Revue Roumaine des sciences et techniques, 33(4), 405-415.
Peer reviewed
ORBi viewed: 19 (3 ULg)
Franssen, J.-M. (1985). Modélisation de spectres de contraintes et application à la résistance en fatigue. Revue de la soudure, 2, 57-63.
Peer reviewed
ORBi viewed: 14 (3 ULg)

En tant que co-auteur

Vila Real, P., Piloto, P., Franssen, J.-M., Vaz, M., & Oliveira, F. (1999). Encurvadura Lateral de Vigas Metalicas Sujeitas à Acçao do Fogo - Estudo Numerico e Experimental. Mecânica Experimental, 4, 31-39.
Peer reviewed
ORBi viewed: 17 (3 ULg)

4. Articles dans des revues scientifiques sans peer reviewing

4.a. À portée internationale

Franssen, J.-M. (2003). Guest Editorial. Special Issue on Properties of Concrete and Behavior of Concrete Columns Subjected to Fire. Fire Technology, 39(1), 5-6.
ORBi viewed: 36 (1 ULg) ; downloaded: 18
IF 2003: 0.071; last: 1.000; IF5: 0.906 — EigenF 2003: 0.0004; last: 0.0004 — Article Infl. 2003: 0.1653; last: 0.2684

4.b. À portée nationale

Hanus, F., & Franssen, J.-M. (2010). Distribution of temperature in steel and composite beams and joints under natural fire. Cahier Scientifique - Revue Technique Luxembourgeoise, 2, 38-43.
ORBi viewed: 111 (5 ULg) ; downloaded: 127 (1 ULg)
Franssen, J.-M. (1998). Immeubles de très grande hauteur: un défi pour l'ingénieur. Infrastructuur in het Leefmilieu, 2, 124-148.
ORBi viewed: 10 (2 ULg)
Dotreppe, J.-C., Franssen, J.-M., Baus, R., Vandevelde, P., Minne, R., Van Nieuwenburg, D., & Lambotte, H. (1995). Experimenteel onderzoek naar het brandgedrag van kolommen in gewapend beton. Infrastructuur in het Leefmilieu, 6, 335-347.
ORBi viewed: 12 (2 ULg)
Dotreppe, J.-C., Franssen, J.-M., Baus, R., Vandevelde, P., Van Nieuwenburg, D., Lambotte, H., & Minne, R. (1995). Recherche expérimentale sur le comportement au feu des colonnes en béton armé. Annales de l'Institut Technique du Bâtiment et des Travaux Publics, 539(254), 25-41.
ORBi viewed: 33 (7 ULg) — SCOPUS®: -

5. Ouvrages

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

Franssen, J.-M., & Vila Real, P. (2010). Fire Design of Steel Structures : Eurocode 1: Actions on structures. Part 1-2: Actions on structures exposed to fire: Eurocode 3: Design of steel structures: Part 1-2: Structural fire design. Berlin, Germany: Ernst & Sohn.
ORBi viewed: 485 (6 ULg) ; downloaded: 306 (2 ULg)
Franssen, J.-M., Kodur, V., & Zaharia, R. (2009). Designing Steel Structures for Fire Safety. Leiden, The Netherlands: Taylor & Françis Ed.
ORBi viewed: 183 (6 ULg) ; downloaded: 261 (5 ULg)
Franssen, J.-M., & Zaharia, R. (2008). Calculul Constructiilor Metalice la Actiunea Focului. Timisoara, Roumanie: Editura Orizonturi Universitare.
ORBi viewed: 124 (2 ULg) ; downloaded: 40
Franssen, J.-M., & Zaharia, R. (2006). Design of Steel Structures subjected to Fire. Background and Design Guide to Eurocode 3. 2nd édition. Liege, Belgium: Les édtions de l'Université de Liège.
ORBi viewed: 229 (1 ULg)
Franssen, J.-M., & Zaharia, R. (2005). Design of Steel Structures subjected to Fire. Background and Design Guide to Eurocode 3. Liège, Belgique: Les Éditions de l'Université de Liège.
ORBi viewed: 217 (3 ULg) ; downloaded: 90

6. Chapitres et parties d’ouvrages collectifs

6.a. Chapitres

Franssen, J.-M. (2014). Are Simple Calculation Models always on the Safe Side? In P., Schaumann (Ed.), Festschrift Peter Schaumann (pp. 1-6). Hannover, Germany: Leibnitz Universitât Hannover.
ORBi viewed: 17 (1 ULg) ; downloaded: 18 (1 ULg) — SCOPUS®: -
Franssen, J.-M. (2012). Tensile membrane action in composite floors subjected to fire. In J. Y. R., Liew (Ed.), Advances in steel concrete composite and hybrid structures (pp. 125-154). Singapour, Singapour: Research Publishing.
Peer reviewed
ORBi viewed: 144 (2 ULg)
Gillie, M., Burgess, I., Franssen, J.-M., Kwasniewski, L., & Wang, Y. (2009). Global modelling of structures in fire. Urban Habitat Constructions under catastrophic events - Technical sheets – Fire Resistance (pp. 53-60). Prague, Czech Republic: Czech Techn. Univ. in Prague.
ORBi viewed: 38
Wang, Y. C., Franssen, J.-M., Heinisuo, Wald, F., & Burgess, I. (2009). Overview of fire design. Urban Habitat Constructions under catastrophic events - Technical sheets – Fire Resistance (pp. 17-22). Prague, Czec republic: Czech Techn. Univ. in Prague.
ORBi viewed: 39 (1 ULg)
Franssen, J.-M. (2008). Plastic analysis of concrete structures subjected to fire. Fire design of concrete structures - structural behaviour and assessment. State-of-art report (pp. 133-145). Lausanne: International Federation for Structural Concrete.
ORBi viewed: 84 (4 ULg)
Franssen, J.-M., Dotreppe, J.-C., Both, K., & Fellinger, J. (2008). Fire action and design approach. Fire design of concrete structures - structural behaviour and assessment. State-of-art report (pp. 3-20). Lausanne, Suisse: International Federation for Structural Concrete.
ORBi viewed: 54 (6 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: 368 (26 ULg)
Franssen, J.-M. (1993). SAFIR applied to prestressed beams at ambient temperature. External Prestressing in Structures. Non-Linear Calculation Tests of Prestressed Beams (pp. 67-73). Association Française pour la Construction.
ORBi viewed: 34 (5 ULg)

8. Conférences scientifiques dans des universités et centres de recherche

Gernay, T., & Franssen, J.-M. (2011, November 15). New features in SAFIR: Damage-Plastic Multiaxial Model for Concrete. Paper presented at Secure With Steel annual meeting, Luxembourg, Grand Duchy of Luxembourg.
ORBi viewed: 58 (1 ULg) ; downloaded: 54
Gernay, T., & Franssen, J.-M. (2011, November 15). New features in SAFIR: Transient Creep in Eurocode Concrete Model. Paper presented at Secure With Steel annual meeting, Luxembourg, Grand Duchy of Luxembourg.
ORBi viewed: 52 (2 ULg) ; downloaded: 51 (1 ULg)
Gernay, T., & Franssen, J.-M. (2011, November 15). New features in SAFIR: Structural Fire Analysis of a Shell Roof Structure. Paper presented at Secure With Steel annual meeting, Luxembourg, Grand Duchy of Luxembourg.
ORBi viewed: 61 (5 ULg) ; downloaded: 52 (1 ULg)
Tondini, N., & Franssen, J.-M. (2011, November 15). Development of an FDS-SAFIR interface. Paper presented at Secure with Steel annual meeting, Luxemburg, Grand-Duchy of Luxemburg.
ORBi viewed: 63 (4 ULg) ; downloaded: 82 (1 ULg)
Franssen, J.-M. (2011, January 20). Analyse de la tenue au feu des structures. Tests ou simulations. Paper presented at Journée technique "Tenue au feu des structures", Le Mans, France.
ORBi viewed: 73 (5 ULg) ; downloaded: 90 (4 ULg)
Dotreppe, J.-C., Franssen, J.-M., Somja, H., Courard, L., Darimont, A., Michel, F., & Van der Wielen, A. (2010, October 21). Recherche dans le domaine du béton à l'Université de Liège (2009-2010). Paper presented at Journée Belge du Béton, Bruxelles, Belgique.
ORBi viewed: 116 (11 ULg) ; downloaded: 227 (14 ULg)
Franssen, J.-M. (2010, August 05). Some theoretical and practical aspects about CFD-FE coupling for structures subjected to fire. Paper presented at Post-doc seminar, Trento, Italy.
ORBi viewed: 69 (2 ULg) ; downloaded: 45 (1 ULg)
Franssen, J.-M. (2007, June 14). Evaluation du comportement au feu des structures, hier, aujourd’hui et demain. Paper presented at Les jeudis de la science, Luxembourg, Grand Duché de Luxembourg.
ORBi viewed: 37 (4 ULg)
Franssen, J.-M. (2006, May 31). A critical view on the parametric fire model of Eurocode 1. Paper presented at Workshop on Fires in Enclosures, Jordanstown, U.K.
ORBi viewed: 15
Franssen, J.-M. (2003, April 25). Design of Steel Structures according to the General Model of Eurocode 3. Paper presented at CEN/STAR Trends Analysis Workshops, Thematic day "Steel for Safe Structures under Fire Conditions", Liège, Belgium.
ORBi viewed: 16
Franssen, J.-M. (2002, July 11). Structural Fire Modelling. Where is the Frontier Nowadays? Paper presented at - Milan, Italie.
ORBi viewed: 13 (2 ULg)
Franssen, J.-M. (2000, April 11). SAFIR seminar. Paper presented at - Christchurch, New Zealand.
ORBi viewed: 14 (1 ULg)
Franssen, J.-M. (2000, March 23). Computer-Based Analyses of Structures Exposed to Fire. Paper presented at - Wellington, New Zealand.
ORBi viewed: 12 (1 ULg)
Franssen, J.-M. (2000, March 22). SAFIR and EUROCODE Anomalies talk. Paper presented at Society of Fire Protection Engineers New Zealand Chapter annual meeting, Auckland, New Zealand.
ORBi viewed: 22 (3 ULg)
Franssen, J.-M. (2000, March 14). Computer-Based Analyses of Structures Exposed to Fire. Paper presented at - Christchurch, New Zealand.
ORBi viewed: 2 (1 ULg)
Franssen, J.-M. (1998, August 27). The european situation. Paper presented at workshop on Research and Facility Needs for Develoment of Performance Based Fire Design Criteria, Gaythersburg, USA.
ORBi viewed: 2 (1 ULg)
Franssen, J.-M. (1998, July 24). Contributions to the modelling of fires in buildings and their effects on structures. Paper presented at - Naples, Italy.
ORBi viewed: 4 (1 ULg)
Franssen, J.-M. (1998, March 18). Immeubles de très grande hauteur – Un défi pour l’ingénieur. Paper presented at Civil Enginering department seminar, Aveiro, Portugal.
ORBi viewed: 11 (4 ULg)
Franssen, J.-M. (1998, March 18). Fire resistance of restrained columns. Paper presented at Civil Engineering Department seminar, Aveiro, Portugal.
ORBi viewed: 12 (1 ULg)
Franssen, J.-M. (1998, March 04). L'ingénieur et la résistance au feu en Belgique. Paper presented at Working day "Structural Engineering", Brussels, Belgium.
ORBi viewed: 7 (1 ULg)
Franssen, J.-M. (1997, April 02). Numerical modelling of steel structures behaviour under fire conditions. Paper presented at Civil Engineering department seminar, Porto, Potugal.
ORBi viewed: 5 (1 ULg)
Franssen, J.-M. (1997, March 11). Modelling fire resistance of concrete beams. Paper presented at "Department of Civil Engineering" seminar, Christchurch, New-Zealand.
ORBi viewed: 21 (1 ULg)
Franssen, J.-M. (1996, July 15). Modeling the Structural Behavior in Case of Fire. Paper presented at "Structures Division" Seminar, Gaithersburg, USA.
ORBi viewed: 5 (1 ULg)
Franssen, J.-M. (1996, July 02). Buckling of Hot-Rolled H-Section Columns at Elevated Temperature. Paper presented at ATLSS Special Seminar, Bethlehem, USA.
ORBi viewed: 15 (5 ULg)
Franssen, J.-M. (1996, April 19). Béton et structures en béton armé à hautes températures: Comportement et modélisation. Paper presented at INSA-ULg workshop, Lyon, France.
ORBi viewed: 17 (2 ULg)
Franssen, J.-M. (1995). Flambement plan des colonnes en acier laminé soumises à l'incendie. Paper presented at Cycle de séminaires "Du microscopique au macroscopique en mécanique des matériaux", Liege, Belgium.
ORBi viewed: 56 (2 ULg)
Franssen, J.-M. (1993). Recent development in modelling of columns in fire at the University of Liège. Paper presented at Steel in Fire Modelling Group meeting, Sheffield, UK.
ORBi viewed: 9 (3 ULg)
Franssen, J.-M. (1992, July). Structural Fire Design in the Eurocodes. Paper presented at Séminaire "Normarea europeana in constructii. Eurocodes - Eurocoduri, Timisoara, Roumanie.
ORBi viewed: 14 (1 ULg)
Franssen, J.-M. (1990). Simulation of the fire behaviour of composite steel-concrete structures at the University of Liège. Paper presented at - Tsukuba, Japon.
ORBi viewed: 4 (2 ULg)
Franssen, J.-M. (1990). Simulation of the fire behaviour of composite steel-concrete structures at the University of Liège. Paper presented at - Tokyo, Japon.
ORBi viewed: 6 (1 ULg)

9. Colloques et congrès scientifiques

9.a. Sur invitation

À portée internationale

Franssen, J.-M. (2005). Plastic Analysis of Concrete Structures Subjected to Fire. In P. G., Gambarova, Proceedings of the Workshop "Pire Design of Concrete Structures: What now? What next?" (pp. 133-145). Brescia.
Peer reviewed
ORBi viewed: 55 (7 ULg)
Franssen, J.-M. (2005). Design of Structural Fire Protection and Fire Protection Systems. In D., Hosser, Proceedings of the International Fire protection Symposium (pp. 155-162).
Peer reviewed
ORBi viewed: 15 (1 ULg)
Franssen, J.-M. (2003). SAFIR. A thermal/structural program modelling structures under fire. Proceedings of NASCC 2003.
ORBi viewed: 63 (2 ULg)
Franssen, J.-M. (2002). Capabilities and Limitations of Structures in Fire Modelling. Proc. Intl Symposiuml on Structures in Fire - Issues an concerns after September Eleventh (pp. 43-58). J Y R Liew ed.
ORBi viewed: 12 (3 ULg)
Franssen, J.-M. (2001). Natural fire safety concept. Proceedings of the International Seminar on Steel Structures in Fire (pp. 225-240). Guoqiang Li & Yongchang Wang ed.
ORBi viewed: 42 (2 ULg)
Franssen, J.-M., & Kodur, V. (2001). Residual load bearing capacity of structures exposed to fire. In P. C., Chang, Proc. of the 2001 structures congress & exposition (pp. 1-12). Reston VA, USA: ASCE.
Peer reviewed
ORBi viewed: 14 (1 ULg)
Franssen, J.-M. (1987). Steel in Fire. Paper presented at Colloquium "Research and development in the field of Steel structures. Steel for the 90'ths", Aachen, Germany.
ORBi viewed: 13 (1 ULg)

À portée nationale

Franssen, J.-M. (2007, June 11). Structural Fire Safety Assessment through numerical modelling. Paper presented at National workshop on structures in fire - Research needs, East lansing, USA.
ORBi viewed: 18 (2 ULg)
Franssen, J.-M. (2002, February 20). Structural Fire Modelling. Where is the Frontier Nowadays? Paper presented at N.I.S.T. workshop "Research needs for fire resistance determination & performance prediction", Washington DC, USA.
ORBi viewed: 6 (3 ULg)
Franssen, J.-M. (2002). Structural performance. Proceedings of the Fire Resistance Determination and Performance Prediction Research Needs Workshop (NISTIR 6890) (pp. 17-19). W. Grosshandler ed.
ORBi viewed: 11 (2 ULg)
Franssen, J.-M. (1999). Steel Structures in Fire. From the Material Level to the Calculation Methods. Paper presented at II National Conference on Steel and Composite Construction, Coïmbra, Portugal.
ORBi viewed: 8 (1 ULg)
Franssen, J.-M. (1999). Fire damage assessment. In A., Danay, Proc. First Forensic Engng Seminar on Structural Failure (pp. 8:1 - 8:12).
ORBi viewed: 8 (1 ULg)

9.b. Sur proposition personnelle

Publiées

À portée internationale
Avec peer reviewing
Franssen, J.-M., Zhao, B., & Gernay, T. (2014). Experimental tests and numerical modelling on eight slender steel columns under increasing temperatures. In G. Q., Li, S. C., Jiang, S., Chen, V., Kodur, J., Jiang, & G. B., Lou (Eds.), Progress on Safety of Structures in Fire (pp. 19-24). Shanghai, Chine: Tongji University Press.
Peer reviewed
ORBi viewed: 108 (14 ULg) ; downloaded: 47 (2 ULg) — SCOPUS®: -
Tondini, N., & Franssen, J.-M. (2013). IMPLEMENTATION OF A WEAK COUPLING APPROACH BETWEEN A CFD AND AN FE SOFTWARE FOR FIRES IN COMPARTMENT. In S., Idelsohn, M., Papadrakakis, & B., Schrefler (Eds.), V International Conference on Computational Methods for Coupled Problems in Science and Engineering.
Peer reviewed
ORBi viewed: 21 (3 ULg) ; downloaded: 22 — SCOPUS®: -
Tondini, N., Vassart, O., & Franssen, J.-M. (2013). Experimental assessment of the effect of the real flame emissivity for steel elements engulfed into fire. In V., Babrauska, S., Grayson, M., Hirschler, M., Janssens, & P., Van Hees (Eds.), Proceedings of the Fire and Materials 2013 Conference (pp. 175-186). London, U.K: Interscience Communications Ltd.
Peer reviewed
ORBi viewed: 41 (5 ULg) ; downloaded: 12 — SCOPUS®: 0
Cajot, L.-G., Gallois, L., Debruyckere, R., & Franssen, J.-M. (2012). Simplified design method for slim floor beams exposed to fire. Proceedings of NSCC2012.
Peer reviewed
ORBi viewed: 65 (1 ULg) ; downloaded: 3
Franssen, J.-M., & Cowez, B. (2012). Consideration of local instabilities in beam finite elements by means of effective constitutive laws. In A., Fontana, A., Frangi, & M., Knobloch (Eds.), Proceedings of the 7th International Conference on Structures in Fire (pp. 155-164). Zürich, Switzerland: ETH Zurich.
Peer reviewed
ORBi viewed: 77 (14 ULg) ; downloaded: 6 (2 ULg) — SCOPUS®: -
Binh, C. T., Dotreppe, J.-C., & Franssen, J.-M. (2012). Heat transfer and structural response modelling of concrete filled steel hollow section columns. Proc; ACOME.
Peer reviewed
ORBi viewed: 96 (5 ULg) ; downloaded: 1
Binh, C. T., Dotreppe, J.-C., & Franssen, J.-M. (2010). Numerical modeling of building structures in fire conditions. In N., Van Lien & D. D., Duc (Eds.), Proceedings of the workshop on “Construction under Exceptional Condition – CEC2010” (pp. 41-52). Hanoï, Vietnam: H.A.U.
Peer reviewed
ORBi viewed: 152 (4 ULg) ; downloaded: 487 (6 ULg)
Schneider, U., Schneider, M., & Franssen, J.-M. (2009). Numerical Evaluation of Load induced Thermal Strain in restraint Structures compared with an Experimental Study on reinforced Concrete Columns. Conference Proceedings Fire and Materials 2009 (pp. 13).
Peer reviewed
ORBi viewed: 80 (9 ULg) ; downloaded: 93 (3 ULg) — SCOPUS®: 0
Cachim, P., & Franssen, J.-M. (2008). Assessment of Eurocode 5 charring rate calculation methods. Proceedings of the Fifth International Conference Structures in Fire (pp. 676-686).
Peer reviewed
ORBi viewed: 117 (3 ULg) ; downloaded: 173
Alderighi, E., Franssen, J.-M., & Salvatore, W. (2008). Unprotected Composite Frames with CHS Columns. Performance under Fire Loadings. In Ofner, Proceedings of the 5th European Conference on Steel and Composite Structures (pp. 947-952). Graz.
Peer reviewed
ORBi viewed: 41 (2 ULg) ; downloaded: 41
Schneider, U., Schneider, M., & Franssen, J.-M. (2008). Consideration of nonlinear creep strain of siliceous concrete on calculation of mechanical strain under transient temperatures as a function of load history. In V., Kodur & K. H., Tan, Proceedings of the Fifth International Conference Structures in Fire (pp. 463-476).
Peer reviewed
ORBi viewed: 161 (7 ULg) ; downloaded: 74 (1 ULg)
Lopes, N., Vila Real, P., Simoes da Silva, L., & Franssen, J.-M. (2008). Numerical modelling of thin-walled stainless steel structural elements in case of fire. In Kodur & Tan, Proceedings of the Fifth International Conference Structures in Fire (pp. 113-123). Singapore, Singapore.
Peer reviewed
ORBi viewed: 24 (4 ULg) ; downloaded: 27
Talamona, D., Lopes, N., Vila Real, P., Castagne, S., & Franssen, J.-M. (2008). Comparison between EC3 and the original proposal for Beam-Columns in Case of Fire. In Ofner, Proceedings of the 5th European Conference on Steel and Composite Structures (EUROSTEEL 2008) (pp. 983-988).
Peer reviewed
ORBi viewed: 47 (3 ULg) ; downloaded: 57 (1 ULg)
Gillie, M., Burgess, I., Franssen, J.-M., Kwasniewski, L., & Wang, Y. (2008). Global modelling of structures in fire. In F., Mazzolani, Proceedings of Urban Habitat Constructions under Catastrophic Events (COST Action C26) (pp. 39-44).
Peer reviewed
ORBi viewed: 71 (3 ULg) ; downloaded: 49
Franssen, J.-M., Wald, F., Burgess, I., Heinisuo, M., & Wang, Y. C. (2008). Overview of fire design. In F., Mazzolani, Proceedings of Urban Habitat Constructions under Catastrophic Events (COST Action C26) (pp. 11-15).
Peer reviewed
ORBi viewed: 74 (7 ULg) ; downloaded: 74
Lopes, N., Vila Real P.M.M., Simoes da Silva, L., & Franssen, J.-M. (2008). Flexural Buckling of Axially Loaded Ferritic Stainless Steel Columns in case of Fire. In Ofner, Proceedings of the 5th European Conference on Steel and Composite Structures (EUROSTEEL 2008) (pp. 989-994).
Peer reviewed
ORBi viewed: 45 (3 ULg) ; downloaded: 34 (1 ULg)
Lopes, N., Vila Real, P. M. M., Simoes da Silva, L., & Franssen, J.-M. (2008). Duplex stainless steel columns and beam-columns in case of fire. In V., Kodur & K. H., Tan, Proceedings of the Fifth International Conference Structures in Fire (pp. 90-100).
Peer reviewed
ORBi viewed: 65 (3 ULg) ; downloaded: 38 (1 ULg)
Talamona, D., Castagne, S., Lopes, N., Vila Real, P. M. M., & Franssen, J.-M. (2008). Comparative study of analytical formulae for the fire resistance of steel beam-columns. In Kodur & Tan, Proceedings of the Fifth International Conference Structures in Fire (pp. 101-112).
Peer reviewed
ORBi viewed: 37 (4 ULg) ; downloaded: 48
Lopes, N., Vila Real, P., Uppfeldt, B., Velkovic, M., Simoes da Silva, L., Franssen, J.-M., Muzeau, J.-P., Vassart, O., Bacinskas, D., Kaklauskas, G., Gribniak, V., Cvetkovska, M., Lazarov, L., Nigro, E., Bouchaïr, A., & Cefarelli, G. (2008). Structural member behaviour and analysis in case of fire. In F., Mazzolani, Proceedings of Urban Habitat Constructions under Catastrophic Events (COST Action C26) (pp. 45-50).
Peer reviewed
ORBi viewed: 72 (7 ULg) ; downloaded: 50
Schneider, U., Schneider, M., & Franssen, J.-M. (2007). Comparison of an approximated method with FEA calculations for the evaluation of the fire resistance of concrete tunnel sections. Proceedings of the International Workshop "Fire Design of Concrete Structures - From Materials Modelling to Structural Performance (pp. 401-412).
Peer reviewed
ORBi viewed: 19 (1 ULg) ; downloaded: 0
Lopes, N., Vila Real, P., Da Silva, L., & Franssen, J.-M. (2007). Stainless steel beam-columns in case of fire. In R. G., Beale (Ed.), proceedings of the 6th International Conference on Steel and Aluminium Structures ICSAS'07 (pp. 1066-1073). Oxford, U.K: Oxford Brookes University.
Peer reviewed
ORBi viewed: 35 (3 ULg) ; downloaded: 75 (1 ULg)
Franssen, J.-M., & Dotreppe, J.-C. (2007). Effects of localized fires on concrete slabs. In F., Toutlemonde, Proceedings of CONSEC'07 (pp. 1717-1726). France.
Peer reviewed
ORBi viewed: 37 (3 ULg)
Franssen, J.-M., Pintea, D., & Dotreppe, J.-C. (2006). Numerical analysis of the effect of localised fires on composite steel concrete buildings. In P. M. M., Vila Real, Proceedings of the 4th International workshop Structures in Fire (pp. 885-896).
Peer reviewed
ORBi viewed: 20 (3 ULg)
Tofilo, P., Delichatsios, M., Nadjai, A., & Franssen, J.-M. (2006). Thermal stresses in glazing systems in buildings. In P. M. M., Vila Real, Proceedings of the 4th International workshop Structures in Fire (pp. 1065-1075).
Peer reviewed
ORBi viewed: 34 (1 ULg)
Franssen, J.-M., Lopes, N., Vila Real, P. M. M., Simoes da Silva, J., & Mirambell, E. (2006). Numerical modelling of axially loaded stainless steel members under fire conditions. In D., Camotim, Stability and ductility of steel structures (pp. 797-802).
Peer reviewed
ORBi viewed: 10 (1 ULg)
Vila Real, P. M. M., Lopes, N., Simoes da Silva, L., & Franssen, J.-M. (2006). Numerical validation of an improved proposal to the Eurocode 3 for lateral-torsional buckling of steel beams subjected to fire. In P. M. M., Vila Real, Proceedings of the 4th International workshop Structures in Fire (pp. 151-160).
Peer reviewed
ORBi viewed: 22 (1 ULg)
Lopes, N., Vila Real, P. M. M., Simoes da Silva, L., & Franssen, J.-M. (2006). Proposal to the Eurocode 3 for the lateral-torsional buckling of stainless steel I-beams in case of fire. In P. M. M., Vila Real, Proceedings of the 4th International Workshop Structures in Fire (pp. 127-137).
Peer reviewed
ORBi viewed: 23 (2 ULg)
Dotreppe, J.-C., Gens, F., & Franssen, J.-M. (2005). Progressive load redistribution in continuous concrete beams and slabs under fire conditions. Proceedings of the fib Symposium "Keep concrete attractive" Vol.2 (pp. 1130-1135).
Peer reviewed
ORBi viewed: 20 (3 ULg)
Dotreppe, J.-C., Majkut, S., & Franssen, J.-M. (2005). Failure of a Tied-Arch Bridge Submitted to a Severe Localized Fire. Proceedings of the IABSE Symposium Lisbon (pp. 272-273).
Peer reviewed
ORBi viewed: 95 (2 ULg)
Franssen, J.-M., Gens, F., & Dotreppe, J.-C. (2005). Effect of localised fires on continuous steel beams. In B., Hoffmeister & O., Hechler, Proceedings of the 4th European Conference on Steel and Composite Structures (EUROSTEEL 2005) (pp. 85-92). Aachen.
Peer reviewed
ORBi viewed: 53 (2 ULg)
Franssen, J.-M., Majkut, S., Cajot, L.-G., & Vassart, O. (2005). Fire safety engineering analysis of a super market structure composed of cambered cellular beams. In B., Hoffmeister & O., Hechler, Proceedings of the 4th European Conference on Steel and Composite Structures (EUROSTEEL 2005) (pp. 137-144). Aachen.
Peer reviewed
ORBi viewed: 27 (1 ULg)
Vila Real, P. M. M., Lopes, N., Simoes da Silva, L., & Franssen, J.-M. (2005). Fire resistance of unrestrained welded steel beams submitted to lateral-torsional buckling. In B., Hoffmeister & O., Hechler, Proceedings of the 4th European Conference on Steel and Composite Structures (EUROSTEEL 2005) (pp. 119-126). Aachen.
Peer reviewed
ORBi viewed: 15 (1 ULg)
Vassart, O., Cajot, L.-G., O'Connor, M., Shenkai, Y., Fraud, C., Zhao, B., De la Quintana, J., Martinez de Aragon, J., Franssen, J.-M., & Gens, F. (2004). 3D simulation of Industrial Hall in case of fire. Benchmark between ABAQUS, ANSYS and SAFIR. Interflam2004 Proceedings. Fire Sciences and Engineering Conference (pp. 1315-1324). London, UK: Interscience.
Peer reviewed
ORBi viewed: 135 (3 ULg) ; downloaded: 93
Dotreppe, J.-C., & Franssen, J.-M. (2004). Precast Hollow Core Slabs in Fire: Numerical Simulations and Experimental Tests. In J.-M., Franssen, Benichou, Kodur, & Sultan, Proceedings of SiF'04: Third International Structures in Fire workshop (pp. 219-232). Ottawa, Canada: IRC.
Peer reviewed
ORBi viewed: 122 (3 ULg)
Franssen, J.-M., Benichou, Kodur, & Sultan (Eds.). (2004). SiF'04, Structures in Fire. In J.-M., Franssen, Proceedings of the Third International Workshop (pp. 452). Ottawa, Canada.
Peer reviewed
ORBi viewed: 27 (2 ULg)
Franssen, J.-M., & Gens, F. (2004). Dynamic Analysis Used to Cope with Partial and Temporary Failures. In J.-M., Franssen, N., Benichou, V., Kodur, & M., Sultan, Proceedings of SiF'04: Third International Structures in Fire workshop (pp. 297-310). Ottawa, Canada: IRC.
Peer reviewed
ORBi viewed: 56 (2 ULg)
Talamona, D., Lim, L., & Franssen, J.-M. (2004). Validation of a shell finite element for concrete and steel structures subjected to fire. In D., Bradley, D., Drysdale, & V., Molkov (Eds.), Proceedings of the 4th International Seminar "Fire and Explosion Hazards" (pp. 577-588). Northern Ireland, UK: Universities Press.
Peer reviewed
ORBi viewed: 32 (2 ULg)
Cadorin, J.-F., Pérez Jiménez, C., & Franssen, J.-M. (2004). Influence of the section and of the insulation type of the equivalent time. In D., Bradley, Proceedings of the 4th International Seminar Fire and Explosion Hazards (pp. 547-557).
Peer reviewed
ORBi viewed: 19 (3 ULg)
Vassart, O., Cajot, L.-G., Franssen, J.-M., & Gens, F. (2004). Dynamic approach of structural fire calculation with FEM software. Proc. 5th International Conference on Performance-Based Codes and Fire Safety Design Methods (pp. 13).
Peer reviewed
ORBi viewed: 63 ; downloaded: 61
Lopes, N., Vila Real, P. M. M., Simoes da Silva, L., Franssen, J.-M., & Piloto, P. (2004). New proposals for the design of Steel-Beam-Colums under fire conditions. In J.-M., Franssen, Benichou, Kodur, & Sultan, Proceedings of SiF'04: Third International Structures in Fire workshop (pp. 187-206). Ottawa: IRC.
Peer reviewed
ORBi viewed: 9 (2 ULg)
Cadorin, J.-F., Perez, C., & Franssen, J.-M. (2003). Influence of the section and of the insulation type on the equivalent time. Proceedings of the 4th International Seminar on Fire and Explosion Hazards (pp. 36-38).
Peer reviewed
ORBi viewed: 15 (3 ULg)
Piloto, P., Vila Real, P., & Franssen, J.-M. (2001). Numerical and experimental evaluation of lateral torsional buckling of beams at elevated temperatures. Proc. Computational Meth. and Experimental Measurements (pp. 903-914). Southampton, UK: WIT Press.
Peer reviewed
ORBi viewed: 28 (7 ULg) — SCOPUS®: 0
Pintea, D., & Franssen, J.-M. (1997). Evaluation of the thermal part of the code SAFIR by comparison with the code TASEF. In M., Ivan (Ed.), Proc. 8th Int. Conf. on Steel Structures, Vol. 2 (pp. 636-643). Timisoara, Romania: MIRTON.
Peer reviewed
ORBi viewed: 102 (2 ULg) ; downloaded: 61 (1 ULg)
Franssen, J.-M., & Brüls, A. (1997). Design and Tests of Prestressed Concrete Beams. In Hasemi (Ed.), Proc. 5th Int. Symp. on Fire Safety Science (pp. 1081-1092).
Peer reviewed
ORBi viewed: 24 (2 ULg) ; downloaded: 1
Morita, T., Franssen, J.-M., & Schneider, U. (1997). Influence of Stress History Function in the Schneider-Concrete-Model Under Fire Attack. In Hasemi, Proc. 5th Int. Symp. on Fire Safety Science (pp. 1057-1068).
Peer reviewed
ORBi viewed: 27 (1 ULg)
Cooper, L. Y., Dexter, R. J., Gilvary, K., & Franssen, J.-M. (1997). Fire Performance of High-Performance Construction Materials. In Hasemi, Proc. 5th Int. Symp. on Fire Safety Science (pp. 1347).
Peer reviewed
ORBi viewed: 4 (1 ULg)
Franssen, J.-M., schröder, L., & Dotreppe, J.-C. (1996). Fire resistance of simple frames according to eurocode 3. In C., Batista, E., de M Batista, & M. S., Pfeil (Eds.), Proc. 5th Int. Colloquium on Structural Stability (pp. 263-274). Rio de Janeiro, Brazil: Batista ed.
Peer reviewed
ORBi viewed: 37 (2 ULg) ; downloaded: 48
Franssen, J.-M., Cadorin, J.-F., Cajot, L.-G., Schleich, J.-B., Schweppe, H., & Kindmann, R. (1996). Connection between parametric temperature-time curves and Equivalent time of fire exposure. IABSE report (pp. 407-417). IABSE.
Peer reviewed
ORBi viewed: 63 (2 ULg)
Talamona, D., Franssen, J.-M., & Recho, N. (1995). Buckling of eccentrically loaded steel columns submitted to fire. Proc. of the Intl Conf. on Fire Research and Engng (pp. 533-538). SFPE.
Peer reviewed
ORBi viewed: 36 (8 ULg)
Schneider, U., Morita, T., & Franssen, J.-M. (1994). A concrete model considering the load history applied to centrally loaded columns under fire attack. Proceedings of the fourth internatioanl symposium on fire safety science (pp. 1101-11012).
Peer reviewed
ORBi viewed: 59 (2 ULg)
Franssen, J.-M., Schleich, J.-B., Cajot, L.-G., Zhao, B., Twilt, L., & Both, K. (1994). A comparison between five structural fire codes applied to steel elements. Proceedings Fourth International Symposium on Fire Safety Science (pp. 1125-1136).
Peer reviewed
ORBi viewed: 112 (1 ULg) ; downloaded: 161 (1 ULg)
Cajot, L.-G., Franssen, J.-M., & Schleich, J.-B. (1990). Computer model for the fire resistance of composite structures. Congrès International de l'AIPC, Bruxelles 1990.
Peer reviewed
ORBi viewed: 27 (9 ULg)
Franssen, J.-M., & Dotreppe, J.-C. (1987). Effets de la modélisation du comportement des matériaux sur l'évaluation de la résistance au feu des structures. Proceedings of the first international RILEM Congres (pp. 907-910). Chapman and Hall.
Peer reviewed
ORBi viewed: 19 (4 ULg)
Schleich, J.-B., Dotreppe, J.-C., & Franssen, J.-M. (1986). Numerical simulations of fire resistance tests on steel and composite structural elements or frames. First International Symposium on Fire Safety Science (pp. 311-323). Hemisphere Publishing Corp.
Peer reviewed
ORBi viewed: 22 (3 ULg)
Sans peer reviewing
Benmehidi, N., Franssen, J.-M., & Guenfoud, M. (2009). Vérification de la résistance au feu des poteaux en béton armé. In O., Saha & M., Mouli (Eds.), Performance of Concrete Structures. New Design Concept and Modelling (pp. 2, 127-129). Oran, Algeria.
ORBi viewed: 125 (6 ULg) ; downloaded: 45 (2 ULg)
Lopes, N., Vila Real, P., Da Silva, L., & Franssen, J.-M. (2007). Lateral-torsional Buckling of Ferritic Stainless Steel Beams in Case of Fire. Proceedings of the first International Conference on the Art of Resisting Extreme Natural Forces. The New Forest, U.K: Witt Press.
ORBi viewed: 24 (1 ULg) ; downloaded: 38
Franssen, J.-M. (2004). Fire Modelling. COST C12, Improvement of Buildings' Structural Quality by New Technologies, Outcome of the Cooperative Activities (pp. 69-72). Leiden, Pays Bas: Balkema Publ.
ORBi viewed: 8
Franssen, J.-M. (2003). Fire design of steel structures EC3. Proceedings of the International Seminar on Fire Safety of Steel Structures.
ORBi viewed: 52 (1 ULg)
Aldea, C. M., Franssen, J.-M., & Dotreppe, J.-C. (1997). Fire test on normal and high-strength reinforced concrete columns. NIST Special Publication 919 (pp. 109-124).
ORBi viewed: 62 (4 ULg)
Franssen, J.-M. (1996). Time history versus ultimate state design in structures submitted to the fire. In L., Twilt (Ed.), 3rd CIB/W 14 FSF, Workshop on Modelling (pp. 113-118). Rijswijk, The Netherland: TNO Building and Construction research.
ORBi viewed: 21 (2 ULg) ; downloaded: 28 (3 ULg)
Dotreppe, J.-C., Franssen, J.-M., & Schleich, J.-B. (1985). Analyse de la résistance au feu des structures en acier et mixtes béton-acier, assistée par ordinateur. Conférence Sécurité au feu des constructions acier: conception pratique (pp. 296-314).
ORBi viewed: 44 (5 ULg)
À portée nationale
Tondini, N., & Franssen, J.-M. (2011). Developmednt of an integrated modelling methodology for compartment fires by implementing a weak coupling strategy between a CFD and an FE software. In A., De Luca (Ed.), XXIII giornate italiane della costruzione in acciaio (pp. 487-494). Napoli, Italy: Doppiavoce.
Peer reviewed
ORBi viewed: 32 (2 ULg) ; downloaded: 51 (3 ULg)
Zanon, R., Sommavilla, M., Vassart, O., Zhao, B., & Franssen, J.-M. (2011). FRACOF: Fire resistance assessment of partially protected steel-concrete composite floors. In A., De Luca (Ed.), XXIII Giornate italiane della costruzione in acciaio (pp. 527-536). Napoli, Italy: Doppiavoce.
Peer reviewed
ORBi viewed: 89 (4 ULg) ; downloaded: 256 (3 ULg) — SCOPUS®: -
Lopes, N., Vila Real, P., Silva, L., Franssen, J.-M., & Mirambell, E. (2005). Modelaçao numérica da encurvadura lateral de vigas I em aço inoxidável à temperature ambiente e em situaçao de incêndio - comparaçao com o Eurocòdigo. Proceedings of the V Congresso de Construçao Metálica e Mista (pp. 547-556).
Peer reviewed
ORBi viewed: 29 (2 ULg)
Talamona, D., Lim, L., & Franssen, J.-M. (2003). Validation of a shell finite element for concrete and steel structures subjected to fire. Proceedings of the 4th International Seminar on Fire and Explosion Hazards (pp. 198-199).
ORBi viewed: 20 (2 ULg)
Vila Real, P., Lopes, N., Simoes da Silva, L., & Franssen, J.-M. (2003). Encurvada lateral de vigas metalicas sujeitas a acçao do fogo: uma nova proposta de calculo simples complementar ao EC3. In Lamas, Calado, Ferreira, & Vila Real, Proceedings of the Congresso de Construçao Metallica e Mista (pp. 607-616).
ORBi viewed: 21 (1 ULg)
Vila Real, P. M. M., Piloto, P. A. G., & Franssen, J.-M. (2001). A simple model for the lateral-torsional buckling of steel I-beams under fire conditions: numerical and experimental validation. Proceedings of the XVIII Congresso C. T. A (pp. 187-196). Milano, Italy: ACS ACAI Servizi s.r.l.
Peer reviewed
ORBi viewed: 21 (2 ULg)
Talamona, D., & Franssen, J.-M. (2000). Local buckling of structures in case of fire. Proceedings of the 4th annual workshop Targeted Research Action - Environmentally Friendly Construction Technologies, ECCREDI (pp. 16).
Peer reviewed
ORBi viewed: 12
Pustorino, S., Schleich, J.-B., Cadorin, J.-F., & Franssen, J.-M. (1999). Fire Models for Safety Concept of Steel Structures - I modelli di incendio per la valutazione della sicurezza di strutture in acciaio. Proc. XVII Congresso C.T.A., Costruire in acciaio: Strutture e architettura (pp. 69-78). C.T.A.
Peer reviewed
ORBi viewed: 23 (1 ULg)
Vila Real, P., Piloto, P., & Franssen, J.-M. (1999). Modelaçao Numérica da Encurvadura Lateral de Vigas I Metalica Sujeitas à Acçao do Fogo. Proc. II National Conference on Steel and Composite Construction (pp. 657-668).
Peer reviewed
ORBi viewed: 12 (1 ULg)
Dotreppe, J.-C., & Franssen, J.-M. (1998). Fire attack on concrete columns and design rules under fire conditions. Proc. Symp. on Cpt. and Exp. Meth. in Mech. and Thermal Engng (pp. 219-223). Gent, Belgium: E. Dick, P. De Baets and R. Sierens ed.
Peer reviewed
ORBi viewed: 37 (2 ULg)
Dotreppe, J.-C., & Franssen, J.-M. (1998). Eclatement du béton en cas d'incendie. Journée belge du béton 1998 (pp. 6-10).
ORBi viewed: 22 (5 ULg)

Communications uniquement orales ou poster

À portée internationale
Alderighi, E., Bursi, O., Franssen, J.-M., Lennon, T., Mallardo, R., & Pucinotti, R. (2008, October). Fire Performance of undamaged and pre-damaged welded steel-concrete composite beam-to-column joints with concrete filled tubes. Paper presented at The 14th World Conference on Earthquake Engineering, Beijing, China.
Peer reviewed
ORBi viewed: 54 (2 ULg) ; downloaded: 50 (1 ULg)
Vila Real, P., Lopes, N., Da Silva, L., & Franssen, J.-M. (2007, November 27). Lateral-torsional buckling of Stainless steel I-beams in case of fire. Paper presented at Seminar on Stainless steel, London, U.K.
Peer reviewed
ORBi viewed: 14
Lopes, N., Vila Real, P., Da Silva, L., & Franssen, J.-M. (2007, July 25). Stainless steel beam-columns in case of fire. Paper presented at 6th International Conference on Steel and Aluminium Structures (ICSAS'07), U.K.
Peer reviewed
ORBi viewed: 6
Reitgrüber, S., Pérez-Jimenez, C., Di Blasi, C., & Franssen, J.-M. (2006). Some comments on the Parametric Fire Model of Eurocode 1. Paper presented at Conference on Fire in Enclosures, Jordanstown, U.K.
ORBi viewed: 37 (4 ULg) ; downloaded: 79
Franssen, J.-M. (2002, September 26). Dimensionnement des dalles alvéolées précontraintes en vue d’assurer leur résistance au cisaillement aux températures élevées. Paper presented at 3ème edition des journées scientifiques (RF)²B, Paris, France.
ORBi viewed: 80
Franssen, J.-M., & Talamona, D. (2000, October 13). Local buckling in case of fire. Paper presented at 4th annual workshop Targeted Research Action – Environmentally Friendly Construction Technologies, Prague, Czec republic.
ORBi viewed: 17
Franssen, J.-M., Cajot, L.-G., & Schleich, J.-B. (1998). Effects caused on the structure by localised fires in large compartments. Paper presented at EUROFIRE, Brussels, Belgium.
Peer reviewed
ORBi viewed: 11 (1 ULg)
Joyeux, D., Schleich, J.-B., Kruppa, J., & Franssen, J.-M. (1998). Round robin in a european steel research project. Paper presented at CIB W14 Workshop, Garston, U.K.
ORBi viewed: 11
Dotreppe, J.-C., Franssen, J.-M., & Vanderzeipen, Y. (1995, August 21). A straightforward calculation method for the fire resistance of reinforced concrete columns. Paper presented at First European Symposium on Fire Safety Science, Zürich, Switzerland.
Peer reviewed
ORBi viewed: 30 (4 ULg)
À portée nationale
Tondini, N., Van Long, H., Demonceau, J.-F., & Franssen, J.-M. (2013, September 30). FIRE TESTING OF HIGH-STRENGTH STEEL CIRCULAR COLUMNS. Paper presented at XXIV Giornate Italiane della Costruzione in Acciaio, Torino, Italy.
Peer reviewed
ORBi viewed: 18 (1 ULg) ; downloaded: 94 (1 ULg) — SCOPUS®: -
Hanus, F., & Franssen, J.-M. (2008, October 03). Resistance of steel and composite connections submitted to a natural fire. Poster session presented at Grasmech'2008 poster-day.
ORBi viewed: 14

11. Rapports

11.a. Rapports de recherche

Externes

Gernay, T., & Franssen, J.-M. (2011). Analysis of the fire resistance of a concrete shell roof structure.
ORBi viewed: 40 (5 ULg) ; downloaded: 2 (2 ULg)
Gernay, T., & Franssen, J.-M. (2011). Economic analysis of Stainless Steel- Reinforced Concrete members designed for a Fire Resistance of 2 hours.
ORBi viewed: 86 (8 ULg) ; downloaded: 81 (3 ULg)
Vassart, O., Hawes, M., Simms, I., Zhao, B., Franssen, J.-M., & Nadjai, A. (2011). Fire resistance of long span cellular beam made of rolled profiles. Esch/Alzette, Luxemburg: ArcelorMittal.
ORBi viewed: 125 (1 ULg) ; downloaded: 467 — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2010). FICEB W.P.6 final report: Numerical simulations of the large scale fire test.
ORBi viewed: 225 (6 ULg) ; downloaded: 9 (2 ULg)
Gernay, T., alonso, A., & Franssen, J.-M. (2010). Preliminary Research Study on the Fire Resistance of Stainless Steel-Reinforced Concrete members. Liege, Belgium: ULg.
ORBi viewed: 51 (6 ULg) ; downloaded: 2 (1 ULg)
Peigneux, C., & Franssen, J.-M. (2010). FIRE RESISTANCE OF LONG SPAN CELLULAR BEAM MADE OF ROLLED PROFILES (FICEB) : 5th six-monthly Report. Liège, Belgium: Ulg.
ORBi viewed: 40 (1 ULg) ; downloaded: 3
Franssen, J.-M., & alonso, A. (2009). Fire resistance of a steel structure subjected to a localised fire. Liege, Belgium: ULg.
ORBi viewed: 28 ; downloaded: 1
Gernay, T., & Franssen, J.-M. (2009). Fire resistance of long span cellular beam made of rolled profiles (FICEB) report: Ulster test numerical simulation.
ORBi viewed: 143 (13 ULg) ; downloaded: 4
Franssen, J.-M., Lansival, J.-B., Wellens, E., & Dumont, F. (2009). Utilisation du bois dans la construction - Essai de résistance au feu sur un escalier en bois. Liege, Belgium: ULg.
ORBi viewed: 38 (6 ULg) ; downloaded: 1
Franssen, J.-M., & Lansival, J.-B. (2009). Utilisation du bois dans la construction - Prescription des normes de base et étude de la littérature. Liege, Belgium: ULg.
ORBi viewed: 36 ; downloaded: 0
Peigneux, C., & Franssen, J.-M. (2009). FIRE RESISTANCE OF LONG SPAN CELLULAR BEAM MADE OF ROLLED PROFILES (FICEB) : 4th six-monthly Report. Liège, Belgium: Ulg.
ORBi viewed: 79 (17 ULg) ; downloaded: 3 (1 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: 105 (12 ULg)
Schleich, J.-B., Cajot, L.-G., Pierre, M., Brasseur, M., Franssen, J.-M., kruppa, J., Joyeux, D., Twilt, L., Van Oerle, J., & Aurtenetxe, G. (1999). Development of design rules for steel structures subjected to natural fires in closed car parks (EUR 18867). C.E.C.
ORBi viewed: 113 (4 ULg)
Schleich, J.-B., Cajot, L.-G., Pierre, M., Brasseur, M., Franssen, J.-M., kruppa, J., Joyeux, D., Twilt, L., Van Oerle, J., & Aurtenetxe, G. (1999). Development of design rules for steel structures subjected to natural fires in large compartments (EUR 18868). C.E.C.
ORBi viewed: 102 (3 ULg)
Schleich, J.-B., Cajot, L.-G., Kruppa, J., Talamona, D., Azpiazu, W., Unanua, J., Twilt, L., Fellinger, J., Van Foeken, R. J., & Franssen, J.-M. (1998). Buckling curves of hot rolled H steel sections submitted to fire (EUR 18380). Brussels, Belgium: C.E.C.
ORBi viewed: 67 (4 ULg) ; downloaded: 155 (1 ULg) — SCOPUS®: -
Dotreppe, J.-C., Bruls, A., Miévis, L., & Franssen, J.-M. (1997). Programme d'appui à la normalisaton nationale et européenne en sécurité incendie. Liege, Belgium: University of Liege.
ORBi viewed: 13
Franssen, J.-M. (1993). Stress strain relationship of Tempcore steel after heating up to 650°C and cooling. Liege, Belgium: University of Liege.
ORBi viewed: 109 (2 ULg) ; downloaded: 38
Franssen, J.-M. (1993). Thermal elongation of concrete during heating up to 700°C and cooling; Stress-strain relationship of Tempcore steel after heating up to 650°C and cooling. Liège, Belgique: Univ. de Liège.
ORBi viewed: 92 (11 ULg) ; downloaded: 30 (3 ULg)
Dotreppe, J.-C., Baus, Bruls, A., & Franssen, J.-M. (1993). Dimensionnement des colonnes en béton armé en considérant le problème de la résistance au feu. Liege, Belgium: University of Liege.
ORBi viewed: 337 (7 ULg)
Franssen, J.-M., Janss, J., & Twilt, L. (1988). The effect of the mechanical and structural properties of steel at elevated temperatures on the buckling of fire exposed columns (EUR 12470). C.E.C.
ORBi viewed: 20 (3 ULg)
Schleich, J.-B., Dotreppe, J.-C., & Franssen, J.-M. (1986). Computer assisted analysis of the fire resistance of steel and composite concrete-steel structures (N°7210-SA/502). Brussels, Belgium: C.C.E.
ORBi viewed: 56 (1 ULg)

Internes

Gernay, T., & Franssen, J.-M. (2011). SAFIR Materials Manual - SILCON_ETC, CALCON_ETC.
ORBi viewed: 96 (6 ULg) ; downloaded: 155 (9 ULg)
Nwosu, D. I., Kodur, V., Franssen, J.-M., & Hum, J. K. (1999). User Manual for SAFIR A Computer Program for Analysis of Structures at Elevated Temperature Conditions (782). Ottawa, Canada: National Research Council of Canada.
ORBi viewed: 31 (2 ULg)
Cooper, L. Y., & Franssen, J.-M. (1998). A basis for using fire modeling with 1-D thermal analyses of barriers/partitions to simulate 2-D and 3-D barrier/partition structural performance in real fires (6170). Gaythersburg, USA: NIST.
ORBi viewed: 11 (3 ULg)

11.b. Rapports d'expertise

Franssen, J.-M. (2010). Auto. & RoB. Extension Hall 5 + Bureau. Avis sur la conformité à l'Annexe 6 des normes de Base. Liege, Belgium: ULg.
ORBi viewed: 13 (1 ULg) ; downloaded: 0
Franssen, J.-M., & Alonso, A. (2010). Simulation of a window frame exposed to fire. Liege, Belgium: ULg.
ORBi viewed: 32 (2 ULg) ; downloaded: 1 (1 ULg)
Franssen, J.-M. (2010). Concept of structural fire safety for bridges K05 and K01. Liège, Belgique: ULg.
ORBi viewed: 37 (3 ULg) ; downloaded: 0
Hanus, F., janssen, D., & Franssen, J.-M. (2007). Etude de la résistance au feu de deux ponts-cadres sur le Canal du Centre. Liege, Belgium: University of Liege.
ORBi viewed: 13 ; downloaded: 0

12. Documents pédagogiques

Franssen, J.-M. (2010). Cours de prévention incendie (Univ. of Liege, GCIV2042-2 Conception de bâtiments en situation de risques majeurs).
ORBi viewed: 208 (11 ULg) ; downloaded: 4420 (18 ULg)
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: 218 (6 ULg) ; downloaded: 365 (3 ULg)

14. Allocutions et communications diverses

14.b. Conférences données hors contexte académique

Franssen, J.-M. (2013). Numerical simulations in support of fire resistance tests. Paper presented at Building test expo - Technology forum, Cologne, Germany.
ORBi viewed: 29 (2 ULg) ; downloaded: 23 — SCOPUS®: -
Franssen, J.-M. (2013). Recherches sur le comportement au feu des structures en bois menées à l’Université de Liège. Paper presented at Journée d'étude "Bâtiment durable et risque incendie. QU'en est-il vraiment?", Jurbise, Belgique.
ORBi viewed: 39 (3 ULg) ; downloaded: 41 (3 ULg) — SCOPUS®: -
Franssen, J.-M. (2010). Prise en compte des effets indirects dans l’évaluation de la stabilité au feu de bâtiments industriels en acier. Paper presented at Fire Safety Day, Leuven, Belgium.
ORBi viewed: 43 (5 ULg) ; downloaded: 64 (3 ULg) — SCOPUS®: -
Franssen, J.-M. (2010). Eurocodes applied to fire scenarios. From a fire scenario to dimensioning. Paper presented at Fireforum 2010. Fire Safety Management Conference. From Design to Maintenance, Brussels, Belgium.
ORBi viewed: 54 (1 ULg) ; downloaded: 39 (1 ULg)
Franssen, J.-M. (2006). Les Eurocodes 2 et 4 – Partie Résistance au feu – Structures en béton et structures mixtes acier-béton. Paper presented at Journée d'étude nationale, Brussels, Belgium.
ORBi viewed: 41
Franssen, J.-M. (2002). Construction d'habitations en bois. Trois techniques différentes. Paper presented at Petit déjeuner rencontre Universités-Entreprises, Arlon, Belgium.
ORBi viewed: 26
Franssen, J.-M. (2001). SAFIR A software for modelling the behaviour of structure submitted to the fire. Paper presented at Meeting of Project Group 2.2 "Fire Safety with Concrete", Brussels, Belgium.
ORBi viewed: 29 (1 ULg)
Franssen, J.-M., & Cadorin, J.-F. (1999). Le concept d'incendie naturel. Principes de base et outils d'application pratique. Paper presented at Journée d'information, Liège, Belgium.
ORBi viewed: 29 (1 ULg)
Franssen, J.-M. (1999). Eurocode 4 – Calcul des structures mixtes acier-béton. Partie 1-2 – Règles générales – Calcul du comportement au feu. Paper presented at information day "Calcul au feu des structures", Brussels, Belgium.
ORBi viewed: 126 (7 ULg)
Franssen, J.-M. (1997). Les différents niveaux des méthodes de calcul de la résistance au feu. Paper presented at - Chaudfontaine, Belgium.
ORBi viewed: 5
Franssen, J.-M. (1995). SAFIR applied to prestressed beams at ambient temperature. Paper presented at Réunion de la commission "Posttensioning" du Groupement Belge du Béton, Liege, Belgium.
ORBi viewed: 55
Franssen, J.-M. (1989). Résistance au feu. Les moyens de calcul à l'Université de Liège. Paper presented at Conference organised for the engineers of the fire brigade of the city of Liege and for the inspectors of the Ministry of employent and work, Liege, Belgium.
ORBi viewed: 34