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 Unpublished post doctoral thesis (Agrégation de l'enseignement supérieur), Université de Liège, ​Liège, ​​Belgique.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: 214 (10 ULg) ; downloaded: 672 (4 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 Unpublished doctoral thesis, Université de Liège, ​Liège, ​​Belgium.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: 135 (11 ULg)

3. Articles dans des revues scientifiques avec peer reviewing

3.a. À portée internationale

En tant que premier ou dernier auteur

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: 52 (12 ULg) ; downloaded: 8 (5 ULg) — SCOPUS®: 0
IF 2013: ?; last: 1.871; IF5: 2.099 — EigenF 2013: ?; last: 0.0344 — Article Infl. 2013: ?; last: 0.9528
Zaharia, R., Vulcu, C., Vassart, O., Gernay, T., & Franssen, J.-M. (2013). Numerical analysis of partially fire protected composite slabs. Steel and Composite Structures, 14(1), 21-39.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 125 (22 ULg) ; downloaded: 3 (3 ULg) — SCOPUS®: 0
IF 2013: ?; last: 0.933; IF5: 0.954 — EigenF 2013: ?; last: 0.0008 — Article Infl. 2013: ?; last: 0.2912
Tondini, N., Rossi, B., & Franssen, J.-M. (2013). Experimental investigation on ferritic stainless steel columns in fire. Fire Safety Journal.
Peer reviewed
ORBi viewed: 16 (1 ULg) ; downloaded: 0 — SCOPUS®: 0
IF 2013: ?; last: 1.222; IF5: 1.644 — EigenF 2013: ?; last: 0.0039 — Article Infl. 2013: ?; last: 0.6618
Tondini, N., Hoang, V. L., Demonceau, J.-F., & Franssen, J.-M. (2013). Experimental and numerical investigation of high-strength steel circular columns subjected to fire. Journal of Constructional Steel Research, 80, 57-81.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 56 (8 ULg) ; downloaded: 5 (3 ULg) — SCOPUS®: 3
IF 2013: ?; last: 1.327; IF5: 1.565 — EigenF 2013: ?; last: 0.0070 — Article Infl. 2013: ?; last: 0.5024
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: 77 (2 ULg) ; downloaded: 83 — SCOPUS®: 0
IF 2012: 0.131; last: 0.131; IF5: - — EigenF: — Article Infl.:
Gernay, T., & Franssen, J.-M. (2012). A formulation of the Eurocode 2 concrete model at elevated temperature that includes an explicit term for transient creep. Fire Safety Journal, 51, 1-9.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 127 (31 ULg) ; downloaded: 10 (5 ULg) — SCOPUS®: 2
IF 2012: 1.222; last: 1.222; IF5: 1.644 — EigenF 2012: ?; last: 0.0029 — Article Infl. 2012: ?; last: 0.4641
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: 44 (15 ULg) ; downloaded: 2 (2 ULg) — SCOPUS®: 2
IF 2012: 0.609; last: 0.609; IF5: 0.765 — EigenF 2012: ?; last: 0.0008 — Article Infl. 2012: ?; last: 0.2698
Zaharia, R., & Franssen, J.-M. (2012). Analytical calculation of the bending capacity of slim floor beams under ISO fire. Steel and Composite Structures.
Peer reviewed
ORBi viewed: 18 (5 ULg) ; downloaded: 2 (2 ULg) — SCOPUS®: -
IF 2012: 0.933; last: 0.933; IF5: 0.954 — EigenF 2012: ?; last: 0.0008 — Article Infl. 2012: ?; last: 0.2912
Lopes, N., Vila Real, P., Simoes da Silva, L., & Franssen, J.-M. (2012). Numerical analysis of stainless steel beam-columns in case of fire. Fire Safety Journal, 50, 35-50.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 43 ; downloaded: 0 — SCOPUS®: 5
IF 2012: 1.222; last: 1.222; IF5: 1.644 — EigenF 2012: ?; last: 0.0029 — Article Infl. 2012: ?; last: 0.4641
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 [=JSFE], 2(4), 259-268.
Peer reviewed
ORBi viewed: 55 (19 ULg) ; downloaded: 1 (1 ULg)
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: 135 (37 ULg) ; downloaded: 8 (5 ULg) — SCOPUS®: 2
IF 2011: 0.192; last: 0.400; IF5: 0.788 — EigenF 2011: ?; last: 0.0004 — Article Infl. 2011: ?; last: 0.4163
Hanus, F., Zilli, G., & Franssen, J.-M. (2011). Experimental Tests and Analytical Models for Welds and Grade 8.8 Bolts under Heating and Subsequent Cooling. Journal of Structural Fire Engineering [=JSFE], 2(3), 181-194.
Peer reviewed
ORBi viewed: 34 (1 ULg) ; downloaded: 406 (1 ULg) — SCOPUS®: 0
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 [=JSFE], 2(1), 29-44.
Peer reviewed
ORBi viewed: 128 (11 ULg) ; downloaded: 140 (6 ULg) — SCOPUS®: 4
Hanus, F., Zilli, G., & Franssen, J.-M. (2011). Behaviour of Grade 8.8 bolts under natural fire conditions - Tests and model. Journal of Constructional Steel Research, 67, 1292-1298.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 41 (2 ULg) ; downloaded: 198 (2 ULg) — SCOPUS®: 1
IF 2011: 1.251; last: 1.327; IF5: 1.565 — EigenF 2011: ?; last: 0.0069 — Article Infl. 2011: ?; last: 0.5075
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 [=JSFE], 1(1), 43-59.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 68 (10 ULg) ; downloaded: 72 (2 ULg) — SCOPUS®: 4
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: 63 (9 ULg) ; downloaded: 192 (3 ULg) — SCOPUS®: 2
IF 2010: 0.362; last: 0.695; IF5: 0.748 — 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: 98 (3 ULg) ; downloaded: 76 (1 ULg) — SCOPUS®: 4
IF 2010: 0.362; last: 0.695; IF5: 0.748 — EigenF 2010: 0.0004; last: 0.0004 — Article Infl. 2010: 0.2684; last: 0.2684
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: 103 (14 ULg) ; downloaded: 151 (3 ULg)
IF 2009: 0.271; last: 0.297; IF5: 0.362 — EigenF 2009: 0.0003; last: 0.0003 — Article Infl. 2009: 0.2624; last: 0.1827
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: 73 (3 ULg) ; downloaded: 80 (1 ULg) — SCOPUS®: 11
IF 2009: 1.259; last: 1.222; IF5: 1.644 — 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: 92 (2 ULg) ; downloaded: 59 — SCOPUS®: 11
IF 2009: 1.196; last: 1.071; IF5: 1.725 — 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: 58 (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: 40 (3 ULg) ; downloaded: 31 — SCOPUS®: 1
IF 2009: 0.366; last: 0.695; IF5: 0.748 — 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: 117 (3 ULg) ; downloaded: 108 (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: 91 (2 ULg) ; downloaded: 92 — SCOPUS®: 6
IF 2008: 0.841; last: 1.327; IF5: 1.565 — EigenF 2008: 0.0062; last: 0.0069 — Article Infl. 2008: 0.5314; last: 0.5075
Franssen, J.-M., Pintea, D., & Dotreppe, J.-C. (2007). Considering the effects of localised fires in the numerical analysis of a building structure. Fire Safety Journal, 42(6-7, SEP-OCT), 473-481.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 57 (4 ULg) ; downloaded: 44 (1 ULg) — SCOPUS®: 11
IF 2007: 0.514; last: 1.222; IF5: 1.644 — EigenF 2007: 0.0019; last: 0.0029 — Article Infl. 2007: 0.3743; last: 0.4641
Vila Real, P., Lopes, N., Simoes da Silva, L., & Franssen, J.-M. (2007). Parametric analysis of the lateral-torsional buckling resistance of steel beams in case of fire. Fire Safety Journal, 42(6-7, SEP-OCT), 416-424.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 77 (2 ULg) ; downloaded: 50 — SCOPUS®: 8
IF 2007: 0.514; last: 1.222; IF5: 1.644 — EigenF 2007: 0.0019; last: 0.0029 — Article Infl. 2007: 0.3743; last: 0.4641
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: 30 (1 ULg) ; downloaded: 4 — SCOPUS®: 4
IF 2006: 0.481; last: 1.222; IF5: 1.644 — 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: 86 (7 ULg) ; downloaded: 62 — SCOPUS®: 10
IF 2005: 0.343; last: 2.293; IF5: 2.818 — 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: 658 (24 ULg) ; downloaded: 616 (3 ULg) — SCOPUS®: 114
IF 2005: 0.389; last: 0.227; IF5: 0.292 — 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: 26 (1 ULg) ; downloaded: 123 (1 ULg) — SCOPUS®: 8
IF 2005: -; last: 0.400; IF5: 0.788 — 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: 44 (1 ULg) ; downloaded: 0 — SCOPUS®: 10
IF 2004: 0.774; last: 1.206; IF5: 1.532 — 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: 75 (3 ULg) ; downloaded: 433 (4 ULg) — SCOPUS®: 42
IF 2004: 0.809; last: 1.713; IF5: 1.990 — 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: 41 (1 ULg) ; downloaded: 100 (1 ULg) — SCOPUS®: 13
IF 2004: 0.500; last: 1.222; IF5: 1.644 — 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: 29 (6 ULg) ; downloaded: 27 — SCOPUS®: 7
IF 2004: 0.463; last: 1.071; IF5: 1.725 — 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: 88 (2 ULg) ; downloaded: 92 — SCOPUS®: 13
IF 2004: 0.463; last: 1.071; IF5: 1.725 — 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: 82 ; downloaded: 142 — SCOPUS®: 8
IF 2004: 0.741; last: 1.509; IF5: 2.000 — 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: 75 (5 ULg) ; downloaded: 49 (1 ULg)
IF 2003: -; last: 0.933; IF5: 0.954 — EigenF 2003: -; last: 0.0008 — Article Infl. 2003: -; last: 0.2813
Cadorin, J.-F., & Franssen, J.-M. (2003). A tool to design steel elements submitted to compartment fires - OZone V2. Part 1: pre- and post-flashover compartment fire model. Fire Safety Journal, 38(5), 395-427.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 367 (8 ULg) ; downloaded: 260 (1 ULg) — SCOPUS®: 33
IF 2003: 0.610; last: 1.222; IF5: 1.644 — EigenF 2003: 0.0024; last: 0.0029 — Article Infl. 2003: 0.4973; last: 0.4641
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: 269 (7 ULg) ; downloaded: 193 (1 ULg) — SCOPUS®: 23
IF 2003: 0.610; last: 1.222; IF5: 1.644 — 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: 28 (3 ULg) ; downloaded: 65 (1 ULg) — SCOPUS®: 18
IF 2003: 0.543; last: 1.327; IF5: 1.565 — 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: 63 (4 ULg) ; downloaded: 100 (1 ULg) — SCOPUS®: 18
IF 2003: 0.071; last: 0.695; IF5: 0.748 — 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.
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ORBi viewed: 37 (4 ULg) ; downloaded: 36 (2 ULg)
IF 2003: -; last: 0.400; IF5: 0.788 — 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.
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ORBi viewed: 29 ; downloaded: 17 — SCOPUS®: 1
Talamona, D., & Franssen, J.-M. (2002). Nonlinear thin shell finite element for steel and concrete structures subjected to fire: theoretical development. Journal of Applied Fire Science, 11(4), 291-310.
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ORBi viewed: 60 (4 ULg) ; downloaded: 52 (2 ULg) — SCOPUS®: 4
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: 32 (1 ULg) ; downloaded: 17 — SCOPUS®: 10
IF 2001: ?; last: 0.400; IF5: 0.788 — 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.
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ORBi viewed: 41 (1 ULg) ; downloaded: 33 — SCOPUS®: 31
IF 2000: 0.352; last: 1.222; IF5: 1.644 — 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.
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ORBi viewed: 5 (2 ULg) — SCOPUS®: 0
IF 1999: -; last: 0.256; IF5: 0.222 — 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.
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ORBi viewed: 12 (1 ULg) — SCOPUS®: 1
IF 1999: 0.378; last: 1.222; IF5: 1.644 — EigenF 1999: 0.0017; last: 0.0029 — Article Infl. 1999: 0.3431; last: 0.4641
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: 20 (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: 50 (5 ULg) — SCOPUS®: 31
IF 1998: 0.407; last: 1.206; IF5: 1.532 — 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.
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ORBi viewed: 19 (1 ULg)
IF 1996: 0.468; last: 1.206; IF5: 1.532 — 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.
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ORBi viewed: 10 (1 ULg) — SCOPUS®: 24
IF 1996: 0.357; last: 1.327; IF5: 1.565 — 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.
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ORBi viewed: 19 (1 ULg) — SCOPUS®: 28
IF 1995: 0.178; last: 1.327; IF5: 1.565 — 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: 22 (1 ULg) ; downloaded: 65 — SCOPUS®: 23
IF 1995: 0.178; last: 1.327; IF5: 1.565 — 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: 73 (2 ULg)
Franssen, J.-M., & Dotreppe, J.-C. (1992). Fire resistance of columns in steel frames. Fire Safety Journal, 19(2 - 3), 159-175.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 21 (1 ULg) — SCOPUS®: 19
IF 1992: ?; last: 1.222; IF5: 1.644 — EigenF 1992: ?; last: 0.0029 — Article Infl. 1992: ?; last: 0.4641
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: 30 (2 ULg) ; downloaded: 59 (2 ULg) — SCOPUS®: 25
IF 1990: ?; last: 1.222; IF5: 1.644 — 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: 35 (1 ULg)
Bruls, A., Cajot, L.-G., & Franssen, J.-M. (1988). Characterization of an Insulating Material with regards to ECCS. Recommendations for the Fire Safety of Steel Structures. Journal of Constructional Steel Research, 9(2), 111-135.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 21 (5 ULg) ; downloaded: 12 (1 ULg) — SCOPUS®: 3
IF 1988: ?; last: 1.327; IF5: 1.565 — EigenF 1988: ?; last: 0.0069 — Article Infl. 1988: ?; last: 0.5075
Franssen, J.-M. (1986). Comportement de colonnes massives en acier soumises à l'incendie. Construction Métallique, 1, 37-45.
Peer reviewed
ORBi viewed: 21 (1 ULg)
Dotreppe, J.-C., & Franssen, J.-M. (1985). The use of numerical models for the fire analysis of reinforced concrete and composite structures. Engineering Analysis, 2, 64-74.
Peer reviewed
ORBi viewed: 59 (2 ULg) — SCOPUS®: 11
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: 25 (6 ULg) ; downloaded: 66 (1 ULg) — SCOPUS®: 0
IF 1984: ?; last: 1.231; IF5: 1.612 — 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: 56 (3 ULg) ; downloaded: 111

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: 47 ; downloaded: 0 — SCOPUS®: 2
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: 41 (1 ULg) ; downloaded: 57 — SCOPUS®: 4
IF 2011: 1.656; last: 1.222; IF5: 1.644 — 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: 49 (7 ULg) ; downloaded: 33 — SCOPUS®: 0
IF 2009: 0.860; last: 1.130; IF5: 1.435 — 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: 51 (2 ULg) ; downloaded: 36 — SCOPUS®: 6
IF 2007: 0.530; last: 1.184; IF5: 1.653 — EigenF 2007: 0.0055; last: 0.0059 — Article Infl. 2007: 0.5187; last: 0.5672
Schneider, U., Felicetti, R., Diederichs, U., Franssen, J.-M., Jumpannen, U. M., Morris, W. A., Leonovich, S., Millard, A., Phan, L. T., Pimienta, P., Rodrigues, J. P. C., Schlangen, E., & Zaytsev, Y. (2007). Recommendation of RILEM TC 200-HTC: mechanical concrete properties at high temperatures-modelling and aplpications. Part 2: Stress-strain relation. Materials and Structures, 40, 855-864.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 35 ; downloaded: 25 — SCOPUS®: 2
IF 2007: 0.530; last: 1.184; IF5: 1.653 — EigenF 2007: 0.0055; last: 0.0059 — Article Infl. 2007: 0.5187; last: 0.5672
Schneider, U., Felicetti, R., Debicki, G., Franssen, J.-M., Jumpannen, U.-M., Millard, A., Phan, L., Pimienta, P., & Schnlangen, E. (2005). Part 10: Restraint stress. Materials and Structures, 38.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 25 (4 ULg) ; downloaded: 61 — SCOPUS®: 0
IF 2005: 0.509; last: 1.184; IF5: 1.653 — EigenF 2005: 0.0040; last: 0.0059 — Article Infl. 2005: 0.3772; last: 0.5672
Schneider, U., Schwesinger, P., Debicki, G., Diederichs, U., Felicetti, R., Franssen, J.-M., Jumppanen, U.-M., Khoury, G. A., Millard, A., Morris, W. A., & Phan, L. (2004). Modulus of elasticity for service and accident conditions. Materials and Structures, 37, 139-144.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 53 (2 ULg) ; downloaded: 33
IF 2004: 0.337; last: 1.184; IF5: 1.653 — EigenF 2004: 0.0056; last: 0.0059 — Article Infl. 2004: 0.5002; last: 0.5672
Schneider, U., Schwesinger, P., Debicki, G., Diederichs, U., Felicetti, R., Franssen, J.-M., Jumppanen, U.-M., Khoury, G. A., Millard, A., Morris, G. A., & Phan, L. (2000). RILEM Recommendations: Part 4: Tensile strength for service and accident conditions. Materials and Structures, 33, 219-223.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 27 (2 ULg) ; downloaded: 69
IF 2000: 0.291; last: 1.184; IF5: 1.653 — EigenF 2000: 0.0053; last: 0.0059 — Article Infl. 2000: 0.6649; last: 0.5672
Schneider, U., Schwesinger, P., Debicki, G., Diederichs, U., Franssen, J.-M., Furumura, F., Jumppanen, U.-M., Khoury, G. A., Millard, A., & Morris, W. A. (2000). Part 8: Steady-state creep and creep recovery for service and accident conditions. Materials and Structures, 33, 6-13.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 26 (2 ULg) ; downloaded: 58 — SCOPUS®: 2
IF 2000: 0.291; last: 1.184; IF5: 1.653 — EigenF 2000: 0.0053; last: 0.0059 — Article Infl. 2000: 0.6649; last: 0.5672
Schneider, U., Schwesinger, P., Debicki, G., Diederichs, U., Felicetti, R., Franssen, J.-M., Furumura, F., Jumppanen, U.-M., Khoury, G. A., Millard, A., Morris, W. A., & Phan, L. (2000). Part 9: Shrinkage for service and accident conditions. Materials and Structures, 33, 224-228.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 13 ; downloaded: 21
IF 2000: 0.291; last: 1.184; IF5: 1.653 — EigenF 2000: 0.0053; last: 0.0059 — Article Infl. 2000: 0.6649; 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: 175 (3 ULg) — SCOPUS®: 26
IF 1999: 0.345; last: 0.806; IF5: 1.415 — EigenF 1999: 0.0071; last: 0.0049 — Article Infl. 1999: 0.7099; last: 0.6199
Schneider, U., Schwesinger, P., Debicki, G., Diederichs, U., Franssen, J.-M., Furumura, F., Jumppanen, U.-M., Khoury, G. A., Millard, A., & Morris, W. A. (1998). RILEM Recommendations : Part 7: Transient Creep for service and accident conditions. Materials and Structures, 31, 290-295.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 24 (2 ULg)
IF 1998: -; last: 1.184; IF5: 1.653 — EigenF 1998: -; last: 0.0059 — Article Infl. 1998: -; last: 0.5672
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: 33 (4 ULg) — SCOPUS®: 25
IF 1997: 0.44; last: 1.206; IF5: 1.532 — EigenF 1997: 0.0169; last: 0.0133 — Article Infl. 1997: 0.5691; last: 0.7587
Schneider, U., Schwesinger, P., Debicki, G., Diederichs, U., Franssen, J.-M., Furumura, F., Jumppanen, U.-M., Khoury, G. A., Millard, A., & Morris, W. A. (1997, March). RILEM Recommendations : Part 6 – Thermal Strain. Materials and Structures, 17-21.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 40 (1 ULg)
IF 1997: -; last: 1.184; IF5: 1.653 — EigenF 1997: -; last: 0.0059 — Article Infl. 1997: -; last: 0.5672
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: 20 (3 ULg) — SCOPUS®: 2
IF 1996: -; last: 0.400; IF5: 0.788 — EigenF 1996: ?; last: 0.0004 — Article Infl. 1996: ?; last: 0.4163
Dotreppe, J.-C., Franssen, J.-M., Bruls, A., Baus, R., Vandevelde, P., Minne, R., van Nieuwenburg, & Lambotte, H. (1996). Experimental research on the determination of the main parameters affecting the behaviour of reinforced concrete columns under fire conditions. Magazine of Concrete Research, 48(6), 117-127.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 68 (4 ULg) ; downloaded: 3 — SCOPUS®: 25
IF 1996: 0.444; last: 0.563; IF5: 0.745 — EigenF 1996: ?; last: 0.0021 — Article Infl. 1996: ?; last: 0.3306
Schneider, U., Schwesinger, P., Debicki, G., Diederichs, U., Franssen, J.-M., Jumpannen, U. M., Khoury, G. A., Millard, A., Morris, W. A., & Furumu, F. (1995). Compressive strength for service and accident conditions. Materials and Structures, 28(181), 410-414.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 24 (1 ULg)
IF 1995: -; last: 1.184; IF5: 1.653 — EigenF 1995: ?; last: 0.0059 — Article Infl. 1995: ?; last: 0.5672
Luycks, P., Stienon, P., Franssen, J.-M., Dotreppe, J.-C., & Hogge, M. (1994). Numerical Procedure for Calculation of Temperature Evolution in Composite Elements with Internal Cavities. Communications in Numerical Methods in Engineering, 10(6), 437-451.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 12 (2 ULg) ; downloaded: 6
IF 1994: 0.367; last: -; IF5: - — EigenF 1994: ?; last: 0.0040 — Article Infl. 1994: ?; last: 0.4849
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: 57 (4 ULg) ; downloaded: 52 (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: 12 (2 ULg) ; downloaded: 6 — SCOPUS®: 0
IF 2007: 0.514; last: 1.222; IF5: 1.644 — 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: 28 (4 ULg) ; downloaded: 44
IF 2003: 0.071; last: 0.695; IF5: 0.748 — 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

Tondini, N., & Franssen, J.-M. (2012). Development of an interface between a CFD software and a FE software for compartment fires. Costruzioni Metalliche, 3, 41-46.
Peer reviewed
ORBi viewed: 34 (1 ULg) ; downloaded: 1
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: 38 (5 ULg) ; downloaded: 25 (1 ULg) — SCOPUS®: 0
IF 2011: 0.276; last: 0.537; IF5: 0.342 — 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: 15 (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: 57 (1 ULg) ; downloaded: 63
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: 92 (1 ULg) ; downloaded: 61
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: 14 (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: 16 (2 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: 13 (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: 33 (1 ULg) ; downloaded: 14
IF 2003: 0.071; last: 0.695; IF5: 0.748 — 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: 98 (5 ULg) ; downloaded: 94 (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: 8 (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 [=AIBTP], 539(254), 25-41.
ORBi viewed: 32 (7 ULg)

5. Ouvrages

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

Cajot, L.-G., Debruyckere, R., & Franssen, J.-M. (2012). Sécurite incendie - Sécurité incendie et calcul de la résistance au feu des bâtiments en acier selon l'Eurocode 3. Brussels, Belgium: Infosteel.
ORBi viewed: 152 (2 ULg) ; downloaded: 94
Cajot, L.-G., Debruyckere, R., & Franssen, J.-M. (2012). Branveiligheid - Brandveiligheid en berekening van de brandwerendheid van staalconstructies voor gebouwen volgens Eurocode 3. Brussels, Belgium: Infosteel.
ORBi viewed: 31 ; downloaded: 12
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: 392 (4 ULg) ; downloaded: 222 (2 ULg)
Franssen, J.-M., Kodur, V., & Zaharia, R. (2009). Designing Steel Structures for Fire Safety. Leiden, The Netherlands: Taylor & Françis Ed.
ORBi viewed: 169 (5 ULg) ; downloaded: 237 (4 ULg)
Franssen, J.-M., & Zaharia, R. (2008). Calculul Constructiilor Metalice la Actiunea Focului. Timisoara, Roumanie: Editura Orizonturi Universitare.
ORBi viewed: 119 (2 ULg) ; downloaded: 38
Schneider, U., Franssen, J.-M., & Lebeda, C. (2008). Baulicher Brandschutz (2nd edition). Berlin, Germany: Bauwerk Verlag, GmbH.
ORBi viewed: 102 (10 ULg) ; downloaded: 51 (2 ULg)
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: 154 (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: 158 (2 ULg) ; downloaded: 71

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

Courard, L., Dehousse, N., Demonceau, J.-F., Franssen, J.-M., & Maquoi, R. (Eds.). (2011). 300e conférence du C.E.R.E.S. Liège, Belgique: Centre d'Etudes, de Recherches et d'Essais Scientifiques du Génie Civil.
ORBi viewed: 43 (1 ULg) ; downloaded: 162 (5 ULg)
Kodur, V., & Franssen, J.-M. (Eds.). (2010). Structures in Fire. Proceedings of the Sixth International Conference. Lancaster, Pennsylvania, USA: DEStech Publications, Inc.
ORBi viewed: 55 (1 ULg) — SCOPUS®: 0
Vila Real, Franssen, J.-M., & Lopez. (2006). SiF'06, Proceedings of the 4th international workshop Structures in fire - Vol. 1 & 2.
ORBi viewed: 81 (3 ULg) ; downloaded: 132

6. Chapitres et parties d’ouvrages collectifs

6.a. Chapitres

Franssen, J.-M., & Gernay, T. (2013). Resistencia al fuego de armaduras de acero inoxidable. In D. M., Bastidas & E., Medina Sanchez (Eds.), Armaduras de Acero Inoxidable (1st ed, pp. 149-166). Madrid, Spain: CEDINOX.
ORBi viewed: 17 (2 ULg) ; downloaded: 0 — 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: 88 (2 ULg)
Franssen, J.-M., & Iwankiw, N. (2009). Structural Fire Engineering of Building Assemblies and Frames. In P. J., DiNenno, D., Drysdale, C. L., Beyler, W. D., Walton, R. L. P., Custer, J. R., Hall, & J. M., Watts, The SFPE Handbook of Fire Protection Engineering (Fourth Edition). Quincy, Massachusetts, USA: National Fire Protection Ass. Ed.
ORBi viewed: 158 (10 ULg) ; downloaded: 5 (3 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: 34
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: 36 (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: 78 (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: 51 (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: 322 (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: 23 (1 ULg)

6.b. Préfaces, postfaces, glossaires...

Franssen, J.-M. (2011). Le mot du président. In L., Courard, N., Dehousse, J.-F., Demonceau, J.-M., Franssen, & R., Maquoi (Eds.), 300e conférence du C.E.R.E.S (pp. 1-2). Liège, Belgique: CERES.
ORBi viewed: 13 (1 ULg) ; downloaded: 4 (1 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: 53 ; downloaded: 48
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: 46 (1 ULg) ; downloaded: 46 (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: 52 (3 ULg) ; downloaded: 46 (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: 50 (3 ULg) ; downloaded: 59 (1 ULg)
Gernay, T., Millard, A., & Franssen, J.-M. (2011, March 03). Développement d'un modèle constitutif multiaxial de béton. Paper presented at Réunion de laboratoire au CEA, Saclay, France.
ORBi viewed: 45 (20 ULg) ; downloaded: 2
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: 66 (3 ULg) ; downloaded: 80 (3 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: 110 (11 ULg) ; downloaded: 201 (13 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: 63 (2 ULg) ; downloaded: 41 (1 ULg)
Benmehidi, N., Franssen, J.-M., & Guenfoud, M. (2010, June). Modélisation multi physique du comportement au feu des colonnes en béton arme. Paper presented at XXVIIIe Rencontres Universitaires de Génie Civil, La Bourboule, France.
ORBi viewed: 86 (6 ULg) ; downloaded: 200 (1 ULg)
Franssen, J.-M., Hanus, F., & Dotreppe, J.-C. (2007, July 06). Calcul de la résistance au feu d'ouvrages d'art en intégrant l'éclatement du béton. Paper presented at Journées Scientifiques du (RF)²B, Montréal, Canada.
ORBi viewed: 205 (9 ULg) ; downloaded: 197
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: 36 (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: 12
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: 10 (2 ULg)
Franssen, J.-M. (2000, April 11). SAFIR seminar. Paper presented at - Christchurch, New Zealand.
ORBi viewed: 13 (1 ULg)
Franssen, J.-M. (2000, March 23). Computer-Based Analyses of Structures Exposed to Fire. Paper presented at - Wellington, New Zealand.
ORBi viewed: 10 (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: 18 (2 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: 3 (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: 9 (4 ULg)
Franssen, J.-M. (1998, March 18). Fire resistance of restrained columns. Paper presented at Civil Engineering Department seminar, Aveiro, Portugal.
ORBi viewed: 10 (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: 6 (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: 3 (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: 16 (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: 3 (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: 9 (2 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: 11 (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: 47 (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: 7 (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: 13 (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: 43 (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: 13 (1 ULg)
Franssen, J.-M. (2005). Structures in Fire: yesterday, today and tomorrow. In D. T., Gottluk & B. Y., Lattimer (Eds.), Fire Safety Science - Proceedings of the Eighth International Symposium (pp. 21-35). Int. Ass. for Fire Safety Science.
Peer reviewed
ORBi viewed: 44 (4 ULg) ; downloaded: 28 — SCOPUS®: -
Franssen, J.-M. (2003). SAFIR. A thermal/structural program modelling structures under fire. Proceedings of NASCC 2003.
ORBi viewed: 57 (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: 10 (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: 37 (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: 12 (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: 11 (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: 17 (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: 5 (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: 10 (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: 4 (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: 7 (1 ULg)

9.b. Sur proposition personnelle

Publiées

À portée internationale
Avec peer reviewing
Tondini, N., Vassart, O., & Franssen, J.-M. (in press). Experimental assement of the effect of the real flame emissivity for steel elements engulfed into fire. xxx.
Peer reviewed
ORBi viewed: 12 (1 ULg) ; downloaded: 0 — SCOPUS®: -
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 (Ed.), Proceedings will be delivered at the conference.
Peer reviewed
ORBi viewed: 11 (1 ULg) ; downloaded: 1 — SCOPUS®: -
Franssen, J.-M., Cowez, B., & Gernay, T. (2014). Effective stress method to be used in beam finite elements to take local instabilities into account. Proceedings of the 11th IAFSS Symposium.
Peer reviewed
ORBi viewed: 15 (2 ULg) ; downloaded: 1 — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2013). A multiaxial constitutive model for concrete in the fire situation. Proceedings of the 13th Fire and Materials Conference (pp. 149-161). London, UK: Interscience Communications Ltd.
Peer reviewed
ORBi viewed: 124 (27 ULg) ; downloaded: 87 (5 ULg) — 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: 54 (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: 45 (12 ULg) ; downloaded: 5 (2 ULg) — SCOPUS®: -
Tondini, N., Vassart, O., & Franssen, J.-M. (2012). Development of an interface between CFD and FE software. In M., Fontana, A., Frangi, & M., Knobloch (Eds.), Proceedings of the 7th International Conference on Structures in Fire (pp. 459-468). Zürich, Switzerland: ETH Zürich.
Peer reviewed
ORBi viewed: 55 (2 ULg) ; downloaded: 118 (6 ULg) — SCOPUS®: -
Tonicello, E., Desanghere, S., Vassart, O., & Franssen, J.-M. (2012). Fire analysis of a new steel bridge. In M., Fontana, A., Frangi, & M., Knobloch (Eds.), Proceedings of the 7th International Conference on Structures in Fire (pp. 815-822). Zürich, Switzerland: ETH Zürich.
Peer reviewed
ORBi viewed: 56 (4 ULg) ; downloaded: 120 (3 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: 44 (4 ULg) ; downloaded: 1
Zaharia, R., Duma, D. M., Vassart, O., Gernay, T., & Franssen, J.-M. (2011). Simplified Fire Design for Slim Floor Beams. In L., Dunai (Ed.), Proceedings of the 6th European Conference on Steel and Composite Structures (pp. 1539-1544). Brussels, Belgium: ECCS European Convention for Constructional Steelwork.
Peer reviewed
ORBi viewed: 62 (15 ULg) ; downloaded: 0
Zaharia, R., Duma, D. M., Vassart, O., Gernay, T., & Franssen, J.-M. (2011). Simplified method for the temperature distribution in slim floor beams. In F., Wald, K., Horova, & J., Jirku (Eds.), Proceedings of International Conference Applications of Structural Fire Engineering (pp. 11-22). Prague, Czech Republic: Print Prazska technika.
Peer reviewed
ORBi viewed: 635 (11 ULg) ; downloaded: 109 (3 ULg)
Gernay, T., & Franssen, J.-M. (2011). A Comparison Between Explicit and Implicit Modelling of Transient Creep Strain in Concrete Uniaxial Constitutive Relationships. Proceedings of the Fire and Materials 2011 Conference (pp. 405-416). London, UK: Interscience Communications Ltd.
Peer reviewed
ORBi viewed: 164 (42 ULg) ; downloaded: 302 (9 ULg) — SCOPUS®: 2
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: 110 (4 ULg) ; downloaded: 371 (6 ULg)
Hanus, F., Zilli, G., & Franssen, J.-M. (2010). Experimental investigations and analytical models for behavior of Grade 8.8 bolts and butt welds under heating and subsequent cooling. In V., kodur & J.-M., Franssen, Structures in Fire - Proceedings of the Sixth International Conference (pp. 638-645).
Peer reviewed
ORBi viewed: 61 (7 ULg) ; downloaded: 93 (6 ULg) — SCOPUS®: 0
Gernay, T., & Franssen, J.-M. (2010). Consideration of Transient Creep in the Eurocode Constitutive Model for Concrete in the Fire situation. In V., Kodur & J.-M., Franssen (Eds.), Proceedings of the Sixth International Conference Structures in Fire (pp. 784-791). Lancaster, PA, USA: DEStech Publications, Inc.
Peer reviewed
ORBi viewed: 123 (35 ULg) ; downloaded: 289 (5 ULg) — SCOPUS®: 4
Vulcu, C., Gernay, T., Zaharia, R., & Franssen, J.-M. (2010). Numerical modelling of membrane action of composite slabs in fire situation. In V., Kodur & J.-M., Franssen (Eds.), Proceedings of the Sixth International Conference Structures in Fire (pp. 474-483). Lancaster, PA, USA: DEStech Publications, Inc.
Peer reviewed
ORBi viewed: 140 (22 ULg) ; downloaded: 183 (4 ULg) — SCOPUS®: 0
Vassart, O., Bailey, C. G., Hawes, M., Nadjai, A., Simms, W. I., Zhao, B., Gernay, T., & Franssen, J.-M. (2010). Large-scale fire test of unprotected cellular beam acting in membrane action. In J.-M., Franssen & V., Kodur (Ed.), Proceedings of the Sixth International Conference Structures in Fire (pp. 398-406). Lancaster, PA, USA: DEStech Publications, Inc.
Peer reviewed
ORBi viewed: 105 (15 ULg) ; downloaded: 117 (2 ULg) — SCOPUS®: 1
Dotreppe, J.-C., Chu, T. B., & Franssen, J.-M. (2010). Steel Hollow Columns filled with self compacting Concrete under Fire Conditions. The third International Congress and Exhibition - Proceedings Disc (pp. 15). Chicago, IL, USA: Precast/prestressed Concrete Institute.
Peer reviewed
ORBi viewed: 109 (6 ULg) ; downloaded: 228 (2 ULg) — SCOPUS®: -
Lopes, N., Vila Real, P., Da Silva, L., & Franssen, J.-M. (2010). Lateral-torsional buckling of carbon steel and stainless steel beams subjected to combined end moments and transverse loads in case of fire. In V., Kodur & J.-M., Franssen (Eds.), Structures in Fire. Proceedings of the Sixth International Conference (pp. 67-74). Lancaster, Pennsylvania, USA: DEStech Publications, Inc.
Peer reviewed
ORBi viewed: 62 (2 ULg) ; downloaded: 145 (1 ULg) — SCOPUS®: 0
Vassart, O., Bailey, C. G., Bihina, G., Nadjai, A., Hawes, M., Peigneux, C., Simms, W. I., & Franssen, J.-M. (2010). Parametrical study on the behaviour of steel and composite cellular beams under fire conditions. In V., Kodur & J.-M., Franssen (Eds.), Structures in Fire. Proceedings of the Sixth International Conference (pp. 349-357). Lancaster, PA, USA: DEStech Publications, Inc.
Peer reviewed
ORBi viewed: 134 (10 ULg) ; downloaded: 310 (2 ULg) — SCOPUS®: 0
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: 75 (9 ULg) ; downloaded: 84 (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: 111 (3 ULg) ; downloaded: 119
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: 39 (2 ULg) ; downloaded: 32
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: 144 (7 ULg) ; downloaded: 62 (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: 22 (4 ULg) ; downloaded: 16
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: 40 (3 ULg) ; downloaded: 42 (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: 68 (3 ULg) ; downloaded: 46
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: 60 (7 ULg) ; downloaded: 65
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: 29 (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: 56 (3 ULg) ; downloaded: 32 (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: 35 (4 ULg) ; downloaded: 47
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: 69 (7 ULg) ; downloaded: 41
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: 18 (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: 30 (3 ULg) ; downloaded: 57 (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: 32 (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: 16 (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: 19 (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: 21 (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: 19 (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: 84 (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: 30 (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: 11 (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: 104 ; downloaded: 74
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: 110 (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: 23 (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: 49 (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: 18 (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: 55 ; downloaded: 58
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)
Vila Real, P. M. M., Lopes, N., Simoes da Silva, L., & Franssen, J.-M. (2004). Improvement of the current Version of the EC3 fot the lateral torsional buckling of unrestrained steel beams under fire condition. In J.-M., Franssen, Benichou, Kodur, & Sultan, Proceedings of SiF'04: Third International Structures in Fire workshop (pp. 169-232). Ottawa: IRC.
Peer reviewed
ORBi viewed: 17 (3 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)
Franssen, J.-M. (2003). Heat transfer by radiation in internal cavities with a complex shape. Proceedings of the SEISFPE Conference on Designing structures for fire (pp. 33-42). DEStech Publ. Inc.
Peer reviewed
ORBi viewed: 31 (1 ULg)
Simoes da Silva, L., Santiago, A., Vila Real, P., & Franssen, J.-M. (2003). Effect of cooling on the behaviour of a steel beam under fire loading including the end joint response. Proceedings of the 9th International Conference on Civil and Structural Engineering Computing (pp. 159-160).
Peer reviewed
ORBi viewed: 56 (8 ULg)
Franssen, J.-M., & Brauwers, L. (2002). Numerical determination of 3D temperature fields in steel joints. Proceedings of the 2nd International workshop Structures in Fire (pp. 1-20). P. J. Moss ed.
Peer reviewed
ORBi viewed: 20 (1 ULg) ; downloaded: 22
Franssen, J.-M., & Zaharia, R. (2002). Fire Design Study Case of a High-Rise Steel Storage Building. Proceedings of the 3rd European Conference on Steel Structures. A. Lamas & L. Simoes da Silva ed.
Peer reviewed
ORBi viewed: 61 (3 ULg) ; downloaded: 78
De Souza junior, V., & Franssen, J.-M. (2002). Lateral Buckling of Steel I-Beams at Elevated Temperature - Comparison between the Modelling with Beam and Shell Elements. Proceedings of the 3rd European Conference on Steel Structures (pp. 1479-1488). A. Lamas & L. Simoes da Silva ed.
Peer reviewed
ORBi viewed: 24 (4 ULg)
de Souza Junior, V., Creus, G. J., & Franssen, J.-M. (2002). Numerical modelling of a single storey industrial building at elevated temperature - comparison between the 2D and 3D analyses. Proceedings of the First South-American Congress on Computational Mechanics (pp. 1986-1997).
Peer reviewed
ORBi viewed: 13 (2 ULg)
Kodur, V., & Franssen, J.-M. (2001). Residual load bearing capacity of structures exposed to fire. Proceedings of the ASCE structures Congress (pp. 12).
Peer reviewed
ORBi viewed: 17
Dotreppe, J.-C., Bisschops, P.-F., & Franssen, J.-M. (2001). Fire resistance of circular concrete columns. Proceedings of the 3rd International Conference on Concrete under Sever Conditions (CONSEC'01) (pp. 190-197). N. Banthia ed.
Peer reviewed
ORBi viewed: 56 (9 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: 26 (7 ULg) — SCOPUS®: 0
Piloto, P. A. G., Vila Real, P. M. M., & Franssen, J.-M. (2001). The influence of lateral bending restrain in numerical and experimental evaluation of lateral buckling resistance design moment of steel I-beams at elevated temperatures. Proceedings of the 5° Congreso Interamericano de Computacion Applicada a la Industria de Procesos (CAIP'2001) (pp. 261-264). La Serena, Chile: J. O. Valderrama & C. J. Rojas ed.
Peer reviewed
ORBi viewed: 16 (1 ULg)
Franssen, J.-M. (2000). Design of concrete columns based on EC2 tabulated data – A critical review. In J.-M., Franssen (Ed.), Proc. 1rst int. Structures in Fire workshop (pp. 323-339). Liège, Belgium.
Peer reviewed
ORBi viewed: 80 (2 ULg) ; downloaded: 235
Vila Real, P., & Franssen, J.-M. (2000). Lateral Torsional Buckling of Steel I-Beams in Case of Fire – Numerical Modelling. In J.-M., Franssen (Ed.), Proc. 1rst int. Structures in Fire workshop (pp. 71-93).
Peer reviewed
ORBi viewed: 13 (2 ULg) ; downloaded: 95 (1 ULg)
Talamona, D., & Franssen, J.-M. (2000). New quadrangular shell element in SAFIR. In J.-M., Franssen (Ed.), Proc. 1rst int. Structures in Fire workshop (pp. 195-210).
Peer reviewed
ORBi viewed: 38 (3 ULg) ; downloaded: 139
Franssen, J.-M. (Ed.). (2000). Structures in Fire. Proceedings of the first international workshop (pp. 340). J.-M. Franssen ed.
Peer reviewed
ORBi viewed: 23 (2 ULg) ; downloaded: 13 (1 ULg)
Franssen, J.-M. (2000). Improvement of the Parametric Fire of Eurocode 1 based on Experimental Tests Results. In M., Curtat, Proc. 6th int. Symp. on Fire Safety Science (pp. 927-938).
Peer reviewed
ORBi viewed: 24 (2 ULg)
Franssen, J.-M. (2000). Design of concrete columns based on EC2 tabulated date - A critical review. Proceedings of the 1st International Structures in Fire workshop (pp. 323-339). Liège, Belgium: J.-M. Franssen ed.
Peer reviewed
ORBi viewed: 73 (2 ULg)
Franssen, J.-M. (2000). Improvement of the Parametric Fire of Eurocode 1 based on Experimental Tests Results. In M., Curtat (Ed.), FIRE SAFETY SCIENCE, Proceedings of the sixth international Symposium (pp. 927-938). Poitiers, France: Curtat ed.
Peer reviewed
ORBi viewed: 59 ; downloaded: 61
Talamona, D., & Franssen, J.-M. (2000). New quadrangular shell element in SAFIR. In J.-M., Franssen (Ed.), Proceedings of the 1st International Structures in Fire workshop (pp. 195-210). Liège: J.-M. Franssen ed.
Peer reviewed
ORBi viewed: 34 (1 ULg) ; downloaded: 54 (1 ULg)
Kodur, V., Nwosu, D., Sultan, M., & Franssen, J.-M. (1999). Application of the SAFIR Computer Program for Evaluating Fire Resistance. Proc. Third Int. Conf. on Fire Research and Engineering (pp. 287-295).
Peer reviewed
ORBi viewed: 61 (2 ULg)
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: 88 (2 ULg) ; downloaded: 48 (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: 21 (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: 21 (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: 2 (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: 31 (2 ULg) ; downloaded: 36
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: 62 (2 ULg)
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 ( Annexes B and E of ENV 1991-2-2 ). IABSE report Vol. 74 (pp. 407-417).
Peer reviewed
ORBi viewed: 38 (5 ULg) ; downloaded: 61 (1 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: 33 (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: 57 (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: 99 (1 ULg) ; downloaded: 134 (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: 24 (7 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: 17 (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: 21 (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: 107 (6 ULg) ; downloaded: 41 (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: 21 (1 ULg) ; downloaded: 33
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: 6
Franssen, J.-M. (2003). Fire design of steel structures EC3. Proceedings of the International Seminar on Fire Safety of Steel Structures.
ORBi viewed: 45 (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: 50 (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: 13 (1 ULg) ; downloaded: 16
Franssen, J.-M. (1996). Residual stresses in steel profiles submitted to the fire : an analogy. In L., Twilt (Ed.), Proc. 3rd CIB/W14 FSF workshop on modelling (pp. 103-112). Rijswijk, The Netherland: TNO Building and construction research.
ORBi viewed: 38 (3 ULg) ; downloaded: 34 — SCOPUS®: -
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: 41 (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: 26 (1 ULg) ; downloaded: 39 (1 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: 75 (4 ULg) ; downloaded: 215 (3 ULg) — SCOPUS®: -
Franssen, J.-M., Hanus, F., & Dotreppe, J.-C. (2007). Numerical evaluation of the fire behaviour of a concrete tunnel integrating the effects of spalling. Proceedings of the Fire Design of Concrete Structures from Materials Modelling to Structural Performance Workshop.
Peer reviewed
ORBi viewed: 63 (5 ULg) ; downloaded: 79 (2 ULg)
Dotreppe, J.-C., Binh, C. T., Chuong, N. T., & Franssen, J.-M. (2007). Simple formula for evaluating the fire resistance of axially loaded steel square hollow section columns filled with concrete. Proceedings of the 1st International Conference on Modern Design, Construction and Maintenance of Structures (pp. 11).
Peer reviewed
ORBi viewed: 34 (2 ULg) ; downloaded: 88
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: 28 (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: 19 (1 ULg)
Zaharia, R., & Franssen, J.-M. (2002). Fire design study case of a high-rise steel storage building. Proceedings of the International Colloquium on Stability and Ductility of Steel Structures (pp. 745-752). M. Ivanyi ed.
ORBi viewed: 27 (2 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: 19 (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: 10
Vila Real, P. M. M., & Franssen, J.-M. (2000). Lateral Torsional Buckling of Steel I-Beams in Case of Fire - Numerical Modeling. Proceedings of the 1st International Structures in Fire Workshop (pp. 71-93). Liège: J.-M. Franssen ed.
ORBi viewed: 13 (1 ULg)
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: 21 (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: 11 (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: 35 (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: 21 (4 ULg)

Communications uniquement orales ou poster

À portée internationale
Cachim, P., & Franssen, J.-M. (2011, June 07). Modelo de componentes para análise de ligações de madeira com ligadores metálicos. Paper presented at 1º Congresso Ibero-LatinoAmericano da Madeira na Construção, Coïmbra, Portugal.
Peer reviewed
ORBi viewed: 28 ; downloaded: 15
Hanus, F., & Franssen, J.-M. (2011, April 29). Distribution of temperature in steel and composite beams and joints under natural fire. Paper presented at International Conference Applications of Structural Fire Engineering, Prague, Czech Republic.
Peer reviewed
ORBi viewed: 33 ; downloaded: 61 — SCOPUS®: -
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: 48 (2 ULg) ; downloaded: 39 (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: 13
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: 5
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: 30 (4 ULg) ; downloaded: 64
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: 71
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: 12
Franssen, J.-M., & Talamona, D. (2000). Local buckling of structures in case of fire. Paper presented at 4th annual workshop Targeted Research Action – Environmentally Friendly Construction Technologies, Prague, Czech Republic.
ORBi viewed: 7 (1 ULg)
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: 9 (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: 26 (4 ULg)
Franssen, J.-M., & Brüls, A. (1986). Résistance au feu des profilés isolés: détermination de la conductivité thermique apparente. Paper presented at Symposium "Fire Protection to Steelwork - E.E.C. Harmonisation", Bruxelles, Belgium.
ORBi viewed: 21 (1 ULg) ; downloaded: 12
À portée nationale
Otmani-Benmehidi, N., Guenfoud, M., Fellah, F., & Franssen, J.-M. (2011, March 15). Modélisation multiphysique du comportement au feu des colonnes en béton armé. Paper presented at 1er séminaire national sur les matériaux et la protection de l'environnement, Mostaganem, Algérie.
ORBi viewed: 90 (6 ULg) ; downloaded: 464 (5 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: 11

11. Rapports

11.a. Rapports de recherche

Externes

Dumont, F., Franssen, J.-M., & Wellens, E. (2011). Rapport de recherche (SPF Intérieur 2011) : Facteur m.
ORBi viewed: 34 (2 ULg) ; downloaded: 0
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: 72 (8 ULg) ; downloaded: 64 (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: 112 ; downloaded: 440 — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2010). FICEB W.P.6 final report: Numerical simulations of the large scale fire test.
ORBi viewed: 174 (6 ULg) ; downloaded: 9 (2 ULg)
Dumont, F., Alonso, A., & Franssen, J.-M. (2010). Propagation de fumées.
ORBi viewed: 44 (7 ULg) ; downloaded: 2 (1 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: 49 (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
Gernay, T., Demonceau, J.-F., & Franssen, J.-M. (2009). ROBUSTFIRE project: Benchmark study of floor slabs.
ORBi viewed: 78 (16 ULg) ; downloaded: 4
Franssen, J.-M., & alonso, A. (2009). Fire resistance of a steel structure subjected to a localised fire. Liege, Belgium: ULg.
ORBi viewed: 22 ; downloaded: 1
Peigneux, C., & Franssen, J.-M. (2009). CIMEDE : Pré-dimensionnement des solutions de plancher. Liège, Belgium: Ulg.
ORBi viewed: 375 (37 ULg)
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: 133 (11 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: 35 (6 ULg) ; downloaded: 1
Dumont, F., Wellens, E., & Franssen, J.-M. (2009). Statistical report of the Egolf round-robin Nr TC2 09-1 in fire resistance testing. EGOLF.
ORBi viewed: 45 (17 ULg) ; downloaded: 1 — SCOPUS®: -
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: 35 ; 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: 77 (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: 96 (12 ULg)
Hanus, F., Janssen, D., & Franssen, J.-M. (2007). Etude de la résistance au feu de deux ponts-cadres sur le Canal du Centre.
ORBi viewed: 36 (11 ULg) ; downloaded: 4 (2 ULg)
Franssen, J.-M. (2002). Etude sur le tassement du bois dans la construction de maison à ossature en bois massif (technique des bois empilés). Liege, Belgium: ULg.
ORBi viewed: 39 ; downloaded: 26
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: 89 (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: 97 (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: 59 (4 ULg) ; downloaded: 14 — 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: 11
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: 94 (1 ULg) ; downloaded: 28
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: 80 (8 ULg) ; downloaded: 19 (1 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: 295 (6 ULg)
Schleich, J.-B., Mathieu, J., Klingsh, & Franssen, J.-M. (1989). Practical design tools for composite steel - concrete construction elements submitted to ISO-fire considering the interaction between axial load N and bending moment M. Esch/Alzette, Luxembourg: Arbed Recherches.
ORBi viewed: 26 ; downloaded: 33
Schleich, J.-B., Mathieu, J., Chantrain, P., & Franssen, J.-M. (1989). Practical design tools for unprotected steel columns submitted to ISO-fire. Esch/Alzette, Luxemburg: Arbed.
ORBi viewed: 68 ; downloaded: 68
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: 7 (1 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: 47 (1 ULg)

Internes

Gernay, T., & Franssen, J.-M. (2011). SAFIR Materials Manual - SILCON_ETC, CALCON_ETC.
ORBi viewed: 78 (2 ULg) ; downloaded: 115 (5 ULg)
zaharia, R., & Franssen, J.-M. (2000). Behaviour of steel pallet rack structures under exceptional loading conditions - partial report. Liege, Belgium: ULg.
ORBi viewed: 47 ; downloaded: 91
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: 22 (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: 29 (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
Franssen, J.-M., & Dupont, J.-P. (2010). Maison Josten à Mürringen.
ORBi viewed: 38 (3 ULg) ; downloaded: 2 (1 ULg)
Franssen, J.-M. (2010). Expertise maison de Groote. Liege, Belgique: ULg.
ORBi viewed: 33 (1 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: 11 ; 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: 187 (9 ULg) ; downloaded: 2362 (15 ULg)
Franssen, J.-M. (2010). Evaluation de la capacité portante d'une structure en béton ayant subi un incendie (Université de Liège, Conception de bâtiments en situation de risques majeurs GCIV2042-2).
ORBi viewed: 126 (5 ULg) ; downloaded: 173 (4 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: 180 (5 ULg) ; downloaded: 198 (2 ULg)
Franssen, J.-M. (1991). Béton armé de fibres de verres. Liège, Belgique: Ulg.
ORBi viewed: 37 (1 ULg) ; downloaded: 57 (1 ULg)
Franssen, J.-M. (1991). Rehabilitation des structures incendiées. Liège, Belgique.
ORBi viewed: 54 ; downloaded: 31
Franssen, J.-M. (1991). Réhabilitation des structures incendiées.
ORBi viewed: 74 (9 ULg) ; downloaded: 82 (6 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: 19 (2 ULg) ; downloaded: 10 — 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: 15 (1 ULg) ; downloaded: 17 — SCOPUS®: -
Franssen, J.-M., Dumont, F., Wellens, E., Tondini, N., Hoang, V. L., & Demonceau, J.-F. (2011). Fire tests made for the ATTEL RFCS research project. Paper presented at ECCS TC3 Annual meeting, Paris, France.
ORBi viewed: 57 (15 ULg) ; downloaded: 3 (3 ULg) — SCOPUS®: -
Peigneux, C., & Franssen, J.-M. (2011). Consideration of local instabilities by constituve law in a beam element in fire conditions. Paper presented at Réunion fidélisation ArcelorMittal - ArGEnCo, Liège, Belgium.
ORBi viewed: 34 (5 ULg)
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: 42 (5 ULg) ; downloaded: 59 (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: 50 (1 ULg) ; downloaded: 35 (1 ULg)
Franssen, J.-M., Gernay, T., Hanus, F., & Peigneux, C. (2010). Evaluation of Structural Fire Performance. Today and Tomorrow. Paper presented at Vingtième anniversaire de la société Buildsoft, Bruxelles, Belgique.
ORBi viewed: 153 (39 ULg) ; downloaded: 119 (15 ULg) — SCOPUS®: -
Franssen, J.-M. (2009). Toepassingsgebiet ontwerpsoftware. Paper presented at TETRA Studienamiddag, Sint-Katelijne-Waver, Belgium.
ORBi viewed: 25 (2 ULg) ; downloaded: 33
Dotreppe, J.-C., Franssen, J.-M., Somja, H., Binh, C. T., Rémont, A., Hérode, M., Courard, L., Martin, M., Michel, F., & Van der Wielen, A. (2009). Recherches menées à l'Université de Liège dans le domaine du béton en 2008-2009. Paper presented at Bouwkroniek, Belgium.
ORBi viewed: 144 (23 ULg) ; downloaded: 106 (3 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: 33
Franssen, J.-M. (2004). Les apports de l'ULg dans le domaine de l'incendie. Paper presented at journée AILg "Construction et incendie. Les solutions", Liege, Belgium.
ORBi viewed: 22 (1 ULg) ; downloaded: 57 (1 ULg)
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: 25
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: 25
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: 94 (6 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: 43
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: 31
Franssen, J.-M. (1987). Simulation du comportement des ossatures mixtes acier-béton soumises à l'incendie. Paper presented at Techniques de demain, Fontaine-l'Evêque, Belgium.
ORBi viewed: 10
Franssen, J.-M. (1986). Calcul de la résistance au feu des structures mixtes acier-béton. Paper presented at Salon des nouvelles technologies : MONOTECH, Mouscron, Belgium.
ORBi viewed: 11 (2 ULg)