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 (latest), « ? » si pas encore connu d'ORBi ; « - »  si inexistant. IF5 : idem que IF mais pour une période de 5 ans (nouvel indice depuis 2009). Suite à la décision des recteurs francophones d'abandonner la souscription au JCR Impact Factor, les données IF et IF5 ne sont plus mises à jour à partir de 2015. L'indice "latest" correspond à l'indice 2014 de la revue, ou de la dernière année de présence de la revue dans le JCR. 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.uliege.be/rpt#revIndices bibliométriques liés à l'article ORBi viewed = nombre total de visualisations de la référence sur ORBi (dont X en interne à l'ULiège). ORBi downloaded = nombre total de téléchargements du texte intégral via ORBi, y compris tirés à part. SCOPUS® = nombre de citations du document repérées par SCOPUS®. En savoir plus ? http://orbi.uliege.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 Unpublished post doctoral thesis (Agrégation de l'enseignement supérieur), Université de Liège, ​Liège, ​​Belgique.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: 479 (20 ULiège) ; downloaded: 2722 (15 ULiège) — SCOPUS®: -

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 Unpublished doctoral thesis, Université de Liège, ​Liège, ​​Belgium.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: 328 (20 ULiège) ; downloaded: 465 (9 ULiège) — SCOPUS®: -

3. Articles dans des revues scientifiques avec peer reviewing

3.a. À portée internationale

En tant que premier ou dernier auteur

Dumont, F., Wellens, E., Gernay, T., & Franssen, J.-M. (2016). Loadbearing capacity criteria in fire resistance testing. Materials and Structures, 49(11), 4565-4581.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 129 (36 ULiège) ; downloaded: 638 (15 ULiège) — SCOPUS®: 5 (3 sans les autocitations)
IF 2016: ?; latest: 2.453; IF5: 2.201 — EigenF 2016: ?; latest: 0.007 — Article Infl. 2016: ?; latest: 0.7
Chu, T. B., Gernay, T., Dotreppe, J.-C., & Franssen, J.-M. (2016). Steel hollow columns with an internal profile filled with self-compacting concrete under fire conditions. Proceeding of the Romanian Academy. Series A, Mathematics, Physics, Technical Sciences, Information Science, 17(2), 152-159.
Peer reviewed
ORBi viewed: 231 (55 ULiège) ; downloaded: 123 (15 ULiège) — SCOPUS®: 4 (4 sans les autocitations)
IF 2016: ?; latest: 1.735; IF5: 1.054 — EigenF 2016: ?; latest: <0.001 — Article Infl. 2016: ?; latest: 0.2
Franssen, J.-M., Zhao, B., & Gernay, T. (2016). Experimental Tests and Numerical Modelling on Slender Steel Columns at High Temperatures. Journal of Structural Fire Engineering, 7(1), 30-40.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 145 (41 ULiège) ; downloaded: 61 (9 ULiège) — SCOPUS®: 3 (3 sans les autocitations)
Gernay, T., & Franssen, J.-M. (2015). A performance indicator for structures under natural fire. Engineering Structures, 100, 94-103.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 288 (41 ULiège) ; downloaded: 302 (5 ULiège) — SCOPUS®: 34 (27 sans les autocitations)
IF 2015: 1.893; latest: 1.893; IF5: 2.275 — EigenF 2015: ?; latest: 0.024 — Article Infl. 2015: ?; latest: 0.7
Gernay, T., & Franssen, J.-M. (2015). A plastic-damage model for concrete in fire: Applications in structural fire engineering. Fire Safety Journal, 71, 268–278.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 324 (30 ULiège) ; downloaded: 612 (11 ULiège) — SCOPUS®: 20 (13 sans les autocitations)
IF 2015: 0.936; latest: 0.936; IF5: 1.397 — EigenF 2015: ?; latest: 0.004 — Article Infl. 2015: ?; latest: 0.5
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: 288 (46 ULiège) ; downloaded: 616 (19 ULiège) — SCOPUS®: 60 (47 sans les autocitations)
IF 2013: 2.035; latest: 2.081; IF5: 2.56 — EigenF 2013: 0.026; latest: 0.026 — Article Infl. 2013: 0.9; latest: 1.0
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: 296 (36 ULiège) ; downloaded: 175 (5 ULiège) — SCOPUS®: 4 (2 sans les autocitations)
IF 2013: 0.719; latest: 1.796; IF5: 1.549 — EigenF 2012: 0.0007; latest: <0.001 — Article Infl. 2012: 0.2988; latest: 0.2
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: 178 (8 ULiège) ; downloaded: 397 (5 ULiège) — SCOPUS®: 1 (1 sans les autocitations)
IF 2012: 0.131; latest: 0.299; IF5: 0.331 — 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: 470 (57 ULiège) ; downloaded: 754 (14 ULiège) — SCOPUS®: 67 (47 sans les autocitations)
IF 2012: 1.222; latest: 0.936; IF5: 1.397 — EigenF 2012: 0.003; latest: 0.004 — Article Infl. 2012: 0.6; latest: 0.5
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: 126 (34 ULiège) ; downloaded: 71 (8 ULiège) — SCOPUS®: 14 (5 sans les autocitations)
IF 2012: 0.609; latest: 0.429; IF5: 0.638 — EigenF 2012: 0.001; latest: <0.001 — Article Infl. 2012: 0.4; latest: 0.3
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: 232 (48 ULiège) ; downloaded: 348 (12 ULiège) — SCOPUS®: 18 (14 sans les autocitations)
IF 2011: 0.192; latest: 0.417; IF5: 0.843 — EigenF 2011: <0.001; latest: <0.001 — Article Infl. 2011: 0.2; latest: 0.3
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, 2(3), 181-194.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 100 (3 ULiège) ; downloaded: 2675 (5 ULiège) — SCOPUS®: 11 (11 sans les autocitations)
Li, Y.-H., & Franssen, J.-M. (2011). Test results and model for the residual compressive strength of concrete after a fire. Journal of Structural Fire Engineering, 2(1), 29-44.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 243 (18 ULiège) ; downloaded: 752 (10 ULiège) — SCOPUS®: 27 (24 sans les autocitations)
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: 118 (3 ULiège) ; downloaded: 878 (3 ULiège) — SCOPUS®: 22 (22 sans les autocitations)
IF 2011: 1.251; latest: 1.702; IF5: 2.033 — EigenF 2011: 0.007; latest: 0.008 — Article Infl. 2011: 0.5; latest: 0.5
Lopes, N., Vila Real, P., Simões da Silva, L., & Franssen, J.-M. (2010). Axially Loaded Stainless Steel Columns in Case of Fire. Journal of Structural Fire Engineering, 1(1), 43-59.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 213 (11 ULiège) ; downloaded: 261 (3 ULiège) — SCOPUS®: 17 (11 sans les autocitations)
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: 90 (10 ULiège) ; downloaded: 459 (5 ULiège) — SCOPUS®: 9 (3 sans les autocitations)
IF 2010: 0.362; latest: 1.016; IF5: 1.213 — EigenF 2010: <0.001; latest: 0.001 — Article Infl. 2010: 0.3; latest: 0.4
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: 141 (3 ULiège) ; downloaded: 417 (1 ULiège) — SCOPUS®: 23 (23 sans les autocitations)
IF 2010: 0.362; latest: 1.016; IF5: 1.213 — EigenF 2010: <0.001; latest: 0.001 — Article Infl. 2010: 0.3; latest: 0.4
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: 160 (33 ULiège) ; downloaded: 455 (9 ULiège) — SCOPUS®: -
IF 2009: 0.271; latest: 0.533; IF5: 0.595 — EigenF 2009: <0.001; latest: <0.001 — Article Infl. 2009: 0.3; latest: 0.2
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: 116 (3 ULiège) ; downloaded: 466 (1 ULiège) — SCOPUS®: 31 (31 sans les autocitations)
IF 2009: 1.259; latest: 0.936; IF5: 1.397 — EigenF 2009: 0.003; latest: 0.004 — Article Infl. 2009: 0.5; latest: 0.5
Cachim, P. B., & Franssen, J.-M. (2009). Comparison between the charring rate model and the conductive model of Eurocode 5. Fire and Materials, 33, 129-143.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 107 (4 ULiège) ; downloaded: 381 (1 ULiège) — SCOPUS®: 24 (23 sans les autocitations)
IF 2009: 1.196; latest: 1.317; IF5: 1.524 — EigenF 2009: 0.001; latest: 0.001 — Article Infl. 2009: 0.4; latest: 0.4
Pérez-Jiménez, C., Guigay, G. J., Horvat, A., Sinai, Y., & Franssen, J.-M. (2009). Influence of obstacles on the development of gravity current prior to backdraft. Fire Technology.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 81 (3 ULiège) ; downloaded: 220 — SCOPUS®: 3 (2 sans les autocitations)
IF 2009: 0.366; latest: 1.016; IF5: 1.213 — EigenF 2009: <0.001; latest: 0.001 — Article Infl. 2009: 0.2; latest: 0.4
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: 159 (4 ULiège) ; downloaded: 371 (2 ULiège) — SCOPUS®: -
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: 115 (2 ULiège) ; downloaded: 391 (1 ULiège) — SCOPUS®: 18 (12 sans les autocitations)
IF 2008: 0.841; latest: 1.702; IF5: 2.033 — EigenF 2008: 0.006; latest: 0.008 — Article Infl. 2008: 0.5; latest: 0.5
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: 96 (7 ULiège) ; downloaded: 209 (4 ULiège) — SCOPUS®: 15 (15 sans les autocitations)
IF 2007: 0.514; latest: 0.936; IF5: 1.397 — EigenF 2007: 0.002; latest: 0.004 — Article Infl. 2007: 0.4; latest: 0.5
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: 110 (2 ULiège) ; downloaded: 351 (3 ULiège) — SCOPUS®: 30 (19 sans les autocitations)
IF 2007: 0.514; latest: 0.936; IF5: 1.397 — EigenF 2007: 0.002; latest: 0.004 — Article Infl. 2007: 0.4; latest: 0.5
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 and Building Materials, 19(5), 376-386.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 485 (8 ULiège) ; downloaded: 299 — SCOPUS®: 23 (21 sans les autocitations)
IF 2005: 0.343; latest: 2.421; IF5: 2.883 — EigenF 2005: 0.004; latest: 0.032 — Article Infl. 2005: 0.5; latest: 0.6
Franssen, J.-M. (2005). SAFIR: A thermal/structural program for modeling structures under fire. Engineering Journal, 42(3), 143-158.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 2132 (49 ULiège) ; downloaded: 3154 (21 ULiège) — SCOPUS®: 281 (235 sans les autocitations)
IF 2005: 0.389; latest: 0.033; IF5: 0.148 — EigenF 2005: <0.001; latest: <0.001 — Article Infl. 2005: 0.2; latest: <0.1
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: 62 (2 ULiège) ; downloaded: 483 (1 ULiège) — SCOPUS®: 28 (28 sans les autocitations)
IF 2005: -; latest: 0.417; IF5: 0.843 — EigenF 2005: -; latest: <0.001 — Article Infl. 2005: -; latest: 0.3
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: 145 (3 ULiège) ; downloaded: 2699 (6 ULiège) — SCOPUS®: 103 (95 sans les autocitations)
IF 2004: 0.809; latest: 1.893; IF5: 2.275 — EigenF 2004: 0.013; latest: 0.024 — Article Infl. 2004: 0.7; latest: 0.7
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: 141 (2 ULiège) ; downloaded: 314 (2 ULiège) — SCOPUS®: 24 (23 sans les autocitations)
IF 2004: 0.5; latest: 0.936; IF5: 1.397 — EigenF 2004: 0.003; latest: 0.004 — Article Infl. 2004: 0.6; latest: 0.5
Franssen, J.-M. (2004). Numerical determination of 3D temperature fields in steel joints. Fire and Materials, 28(2-4, MAR-AUG), 63-82.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 50 (10 ULiège) ; downloaded: 148 (2 ULiège) — SCOPUS®: 9 (9 sans les autocitations)
IF 2004: 0.463; latest: 1.317; IF5: 1.524 — EigenF 2004: 0.001; latest: 0.001 — Article Infl. 2004: 0.3; latest: 0.4
Njankouo, J. M., Dotreppe, J.-C., & Franssen, J.-M. (2004). Experimental study of the charring rate of tropical hardwoods. Fire and Materials, 28(1, JAN-FEB), 15-24.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 127 (2 ULiège) ; downloaded: 405 — SCOPUS®: 38 (36 sans les autocitations)
IF 2004: 0.463; latest: 1.317; IF5: 1.524 — EigenF 2004: 0.001; latest: 0.001 — Article Infl. 2004: 0.3; latest: 0.4
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 and Structures, 82, 1737-1744.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 186 ; downloaded: 836 (2 ULiège) — SCOPUS®: 20 (13 sans les autocitations)
IF 2004: 0.741; latest: 2.425; IF5: 2.745 — EigenF 2004: 0.020; latest: 0.014 — Article Infl. 2004: 0.7; latest: 1.0
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 and Composite Structures, 3(6), 383-401.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 107 (5 ULiège) ; downloaded: 218 (1 ULiège) — SCOPUS®: -
IF 2003: -; latest: 1.796; IF5: 1.549 — EigenF 2003: -; latest: <0.001 — Article Infl. 2003: -; latest: 0.2
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: 1075 (26 ULiège) ; downloaded: 1101 (10 ULiège) — SCOPUS®: 65 (56 sans les autocitations)
IF 2003: 0.61; latest: 0.936; IF5: 1.397 — EigenF 2003: 0.002; latest: 0.004 — Article Infl. 2003: 0.5; latest: 0.5
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: 990 (17 ULiège) ; downloaded: 1080 (6 ULiège) — SCOPUS®: 42 (30 sans les autocitations)
IF 2003: 0.61; latest: 0.936; IF5: 1.397 — EigenF 2003: 0.002; latest: 0.004 — Article Infl. 2003: 0.5; latest: 0.5
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: 57 (3 ULiège) ; downloaded: 194 (1 ULiège) — SCOPUS®: 37 (25 sans les autocitations)
IF 2003: 0.543; latest: 1.702; IF5: 2.033 — EigenF 2003: 0.005; latest: 0.008 — Article Infl. 2003: 0.7; latest: 0.5
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: 82 (4 ULiège) ; downloaded: 551 (1 ULiège) — SCOPUS®: 42 (42 sans les autocitations)
IF 2003: 0.071; latest: 1.016; IF5: 1.213 — EigenF 2003: <0.001; latest: 0.001 — Article Infl. 2003: 0.2; latest: 0.4
Franssen, J.-M. (2003). Consequences of imperfect insulation - Numerical Modelling. Journal of Fire Protection Engineering, 18, 24-33.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 47 (5 ULiège) ; downloaded: 61 (4 ULiège) — SCOPUS®: -
IF 2003: -; latest: 0.417; IF5: 0.843 — EigenF 2003: -; latest: <0.001 — Article Infl. 2003: -; latest: 0.3
Talamona, D., Castagne, S., & Franssen, J.-M. (2003). Nonlinear thin shell finite element for steel and concrete structures subjected to fire: verification and validation. Journal of Applied Fire Science, 12(1), 65-81.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 65 (3 ULiège) ; downloaded: 107 (3 ULiège) — SCOPUS®: 1 (1 sans les autocitations)
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.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 95 (7 ULiège) ; downloaded: 315 (8 ULiège) — SCOPUS®: 5 (5 sans les autocitations)
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: 150 (2 ULiège) ; downloaded: 66 (1 ULiège) — SCOPUS®: 24 (12 sans les autocitations)
IF 2001: -; latest: 0.417; IF5: 0.843 — EigenF 2001: -; latest: <0.001 — Article Infl. 2001: -; latest: 0.3
Franssen, J.-M. (2000). Failure temperature of a System Comprising a Restrained Column Submitted to Fire. Fire Safety Journal, 34, 191-207.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 80 (1 ULiège) ; downloaded: 203 (1 ULiège) — SCOPUS®: 67 (66 sans les autocitations)
IF 2000: 0.352; latest: 0.936; IF5: 1.397 — EigenF 2000: 0.002; latest: 0.004 — Article Infl. 2000: 0.3; latest: 0.5
Cooper, L., & Franssen, J.-M. (1999). A Basis for Using Fire Modeling with 1-D Thermal Analyses of Partitions to Simulate 2-D and 3-D Structural Performance in Real Fires. Fire Safety Journal, 33, 115-128.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 28 (3 ULiège) ; downloaded: 103 — SCOPUS®: 4 (2 sans les autocitations)
IF 1999: 0.378; latest: 0.936; IF5: 1.397 — EigenF 1999: 0.002; latest: 0.004 — Article Infl. 1999: 0.3; latest: 0.5
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: 89 (6 ULiège) ; downloaded: 197 — SCOPUS®: 64 (59 sans les autocitations)
IF 1998: 0.407; latest: 1.7; IF5: 2.021 — EigenF 1998: 0.019; latest: 0.011 — Article Infl. 1998: 0.6; latest: 0.8
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: 58 (1 ULiège) ; downloaded: 512 (1 ULiège) — SCOPUS®: 36 (36 sans les autocitations)
IF 1995: 0.178; latest: 1.702; IF5: 2.033 — EigenF 1995: -; latest: 0.008 — Article Infl. 1995: -; latest: 0.5
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: 55 (4 ULiège) ; downloaded: 309 (4 ULiège) — SCOPUS®: 43 (36 sans les autocitations)
IF 1990: ?; latest: 0.936; IF5: 1.397 — EigenF 1990: -; latest: 0.004 — Article Infl. 1990: -; latest: 0.5
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: 96 (1 ULiège) ; downloaded: 7
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: 48 (5 ULiège) ; downloaded: 97 (2 ULiège) — SCOPUS®: 5 (5 sans les autocitations)
IF 1988: ?; latest: 1.702; IF5: 2.033 — EigenF 1988: -; latest: 0.008 — Article Infl. 1988: -; latest: 0.5
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: 160 (4 ULiège) ; downloaded: 333 — SCOPUS®: 43 (43 sans les autocitations)
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: 50 (6 ULiège) ; downloaded: 573 (1 ULiège) — SCOPUS®: 0
IF 1984: ?; latest: 2.063; IF5: 2.158 — EigenF 1984: -; latest: 0.006 — Article Infl. 1984: -; latest: 0.5
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: 80 (7 ULiège) ; downloaded: 240 (4 ULiège) — SCOPUS®: -

En tant que co-auteur

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: 67 (2 ULiège) ; downloaded: 302 — SCOPUS®: 19 (16 sans les autocitations)
IF 2011: 1.656; latest: 0.936; IF5: 1.397 — EigenF 2011: 0.004; latest: 0.004 — Article Infl. 2011: 0.7; latest: 0.5
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: 70 (7 ULiège) ; downloaded: 131 — SCOPUS®: 0
IF 2009: 0.86; latest: 0.758; IF5: 1.154 — EigenF 2009: 0.001; latest: <0.001 — Article Infl. 2009: 0.4; latest: 0.3
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: 178 (2 ULiège) ; downloaded: 309 (2 ULiège) — SCOPUS®: 32 (28 sans les autocitations)
IF 2007: 0.53; latest: 2.453; IF5: 2.201 — EigenF 2007: 0.006; latest: 0.007 — Article Infl. 2007: 0.5; latest: 0.7
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: 120 (1 ULiège) ; downloaded: 154 — SCOPUS®: 35 (33 sans les autocitations)
IF 2007: 0.53; latest: 2.453; IF5: 2.201 — EigenF 2007: 0.006; latest: 0.007 — Article Infl. 2007: 0.5; latest: 0.7
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: 29 (4 ULiège) ; downloaded: 87 — SCOPUS®: 1 (1 sans les autocitations)
IF 2005: 0.509; latest: 2.453; IF5: 2.201 — EigenF 2005: 0.004; latest: 0.007 — Article Infl. 2005: 0.4; latest: 0.7
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: 72 (2 ULiège) ; downloaded: 131 — SCOPUS®: 17 (12 sans les autocitations)
IF 2004: 0.337; latest: 2.453; IF5: 2.201 — EigenF 2004: 0.006; latest: 0.007 — Article Infl. 2004: 0.5; latest: 0.7
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: 49 (2 ULiège) ; downloaded: 233 — SCOPUS®: -
IF 2000: 0.291; latest: 2.453; IF5: 2.201 — EigenF 2000: 0.005; latest: 0.007 — Article Infl. 2000: 0.7; latest: 0.7
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: 39 (2 ULiège) ; downloaded: 366 (1 ULiège) — SCOPUS®: 16 (15 sans les autocitations)
IF 2000: 0.291; latest: 2.453; IF5: 2.201 — EigenF 2000: 0.005; latest: 0.007 — Article Infl. 2000: 0.7; latest: 0.7
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: 21 ; downloaded: 53 — SCOPUS®: 7 (3 sans les autocitations)
IF 2000: 0.291; latest: 2.453; IF5: 2.201 — EigenF 2000: 0.005; latest: 0.007 — Article Infl. 2000: 0.7; latest: 0.7
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: 496 (19 ULiège) ; downloaded: 1195 — SCOPUS®: 45 (42 sans les autocitations)
IF 1999: 0.345; latest: 1.227; IF5: 1.471 — EigenF 1999: 0.007; latest: 0.004 — Article Infl. 1999: 0.7; latest: 0.6
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: 34 (4 ULiège) ; downloaded: 47 (1 ULiège) — SCOPUS®: -
IF 1994: 0.367; latest: -; IF5: - — EigenF: — Article Infl.:
Dotreppe, J.-C., Franssen, J.-M., & Schleich, J.-B. (1984). Computer aided fire resistance for steel and composite structures. Acier, 3, 105-112.
Peer reviewed
ORBi viewed: 112 (4 ULiège) ; downloaded: 141 (2 ULiège) — SCOPUS®: -

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: 24 (2 ULiège) ; downloaded: 16 — SCOPUS®: 0
IF 2007: 0.514; latest: 0.936; IF5: 1.397 — EigenF 2007: 0.002; latest: 0.004 — Article Infl. 2007: 0.4; latest: 0.5
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: 35 (4 ULiège) ; downloaded: 56 — SCOPUS®: -
IF 2003: 0.071; latest: 1.016; IF5: 1.213 — EigenF 2003: <0.001; latest: 0.001 — Article Infl. 2003: 0.2; latest: 0.4

3.b. À portée nationale

En tant que premier ou dernier auteur

Fellah, F., Dotreppe, J.-C., Seridi, A., & Franssen, J.-M. (2011). Comparison between various methods for the evaluation of the fire resistance of concrete filled hollow steel columns. Proceeding of the Romanian Academy. Series A, Mathematics, Physics, Technical Sciences, Information Science, 12(4), 324-331.
Peer reviewed
ORBi viewed: 77 (15 ULiège) ; downloaded: 184 (7 ULiège) — SCOPUS®: 1 (1 sans les autocitations)
IF 2011: 0.276; latest: 1.735; IF5: 1.054 — EigenF 2011: <0.001; latest: <0.001 — Article Infl. 2011: 0.1; latest: 0.2
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: 76 (1 ULiège) ; downloaded: 354 — SCOPUS®: -
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: 339 (1 ULiège) ; downloaded: 217 — SCOPUS®: -

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: 48 (2 ULiège) ; downloaded: 39 (1 ULiège) — SCOPUS®: -
IF 2003: 0.071; latest: 1.016; IF5: 1.213 — EigenF 2003: <0.001; latest: 0.001 — Article Infl. 2003: 0.2; latest: 0.4

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: 156 (6 ULiège) ; downloaded: 641 (2 ULiège) — SCOPUS®: -

5. Ouvrages

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

Franssen, J.-M., & Vila Real, P. (2015). Fire Design of Steel Structures Second edition : 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. Oxford, United Kingdom: Wiley.
ORBi viewed: 523 (1 ULiège) ; downloaded: 1310 (2 ULiège) — SCOPUS®: -
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: 924 (20 ULiège) ; downloaded: 554 (2 ULiège) — SCOPUS®: -
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: 161 ; downloaded: 95 — SCOPUS®: -
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: 1113 (8 ULiège) ; downloaded: 1431 (2 ULiège) — SCOPUS®: -
Franssen, J.-M., Kodur, V., & Zaharia, R. (2009). Designing Steel Structures for Fire Safety. Leiden, The Netherlands: Taylor & Françis Ed.
ORBi viewed: 509 (7 ULiège) ; downloaded: 453 (5 ULiège) — SCOPUS®: -
Franssen, J.-M., & Zaharia, R. (2008). Calculul Constructiilor Metalice la Actiunea Focului. Timisoara, Roumanie: Editura Orizonturi Universitare.
ORBi viewed: 134 (2 ULiège) ; downloaded: 48 — SCOPUS®: -
Schneider, U., Franssen, J.-M., & Lebeda, C. (2008). Baulicher Brandschutz (2nd edition). Berlin, Germany: Bauwerk Verlag, GmbH.
ORBi viewed: 296 (10 ULiège) ; downloaded: 1226 (3 ULiège) — SCOPUS®: -
Bursi, O., Ferrario, F., Haller, M., Lennon, T., Bianco, L., Mallardo, R., Demonceau, J.-F., Franssen, J.-M., Jaspart, J.-P., Hanus, F., Bayo, E., Garcia, J., Alderighi, E., Braconi, A., & Salvatore, W. (2008). Prefabricated composite beam-to-concrete filled tube or partially reinforced-concrete-encased column connections for severe seismic and fire loadings. Bruxelle, Belgique: European Commission.
ORBi viewed: 190 (21 ULiège) ; downloaded: 225 (2 ULiège)
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: 525 (3 ULiège) ; downloaded: 457 — SCOPUS®: -

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

Nadjai, A., Ali, F., Franssen, J.-M., & Vassart, O. (Eds.). (2018). SiF 2018 : 10th INTERNATIONAL CONFERENCE ON STRUCTURES IN FIRE. Newtownabbey, United Kingdom: Ulster University.
ORBi viewed: 109 (2 ULiège) ; downloaded: 50
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: 103 (9 ULiège) ; downloaded: 607 (22 ULiège) — SCOPUS®: -
Vila Real, Franssen, J.-M., & Lopez. (2006). SiF'06, Proceedings of the 4th international workshop Structures in fire - Vol. 1 & 2.
ORBi viewed: 142 (4 ULiège) ; downloaded: 1231 — SCOPUS®: -

6. Chapitres et parties d’ouvrages collectifs

6.a. Chapitres

Franssen, J.-M. (2014). Are Simple Calculation Models always on the Safe Side? In P., Schaumann (Ed.), Festschrift Peter Schaumann (pp. 1-6). Hannover, Germany: Leibnitz Universitât Hannover.
ORBi viewed: 77 (3 ULiège) ; downloaded: 202 (4 ULiège) — SCOPUS®: -
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: 81 (7 ULiège) ; downloaded: 23

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: 20 (2 ULiège) ; downloaded: 13 (2 ULiège) — SCOPUS®: -

8. Conférences scientifiques dans des universités et centres de recherche

Maraveas, C., Gernay, T., & Franssen, J.-M. (2017, October 06). THIN-WALLED STEEL MEMBERS AT ELEVATED TEMPERATURES CONSIDERING LOCAL IMPERFECTIONS: NUMERICAL SIMULATION OF ISOLATED PLATES. Paper presented at 9th National Conference of Steel Structures, Larisa, Greece.
ORBi viewed: 34 (1 ULiège) ; downloaded: 35
Franssen, J.-M., & Gernay, T. (2016, October 27). New features in SAFIR® 2016 - SWS 2016. Paper presented at Secure With Steel Annual Meeting, Esch-sur-Alzette, Luxemburg.
ORBi viewed: 68 (2 ULiège) ; downloaded: 153 (3 ULiège) — SCOPUS®: -
Franssen, J.-M., & Gernay, T. (2015, November 05). New features in SAFIR® 2016. Paper presented at Secure With Steel annual meeting, Esch-sur-Alzette, Grand Duchy of Luxembourg.
ORBi viewed: 74 (6 ULiège) ; downloaded: 204 (4 ULiège) — SCOPUS®: -
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: 70 (1 ULiège) ; downloaded: 104 — SCOPUS®: -
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: 70 (2 ULiège) ; downloaded: 91 (1 ULiège) — SCOPUS®: -
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: 82 (7 ULiège) ; downloaded: 98 (1 ULiège) — SCOPUS®: -
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 Luxembourg.
ORBi viewed: 132 (7 ULiège) ; downloaded: 230 (6 ULiège) — SCOPUS®: -
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: 84 (5 ULiège) ; downloaded: 132 (4 ULiège) — SCOPUS®: -
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: 159 (18 ULiège) ; downloaded: 378 (23 ULiège) — SCOPUS®: -
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: 81 (2 ULiège) ; downloaded: 55 (1 ULiège) — SCOPUS®: -
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: 111 (6 ULiège) ; downloaded: 971 (5 ULiège) — SCOPUS®: -
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: 451 (12 ULiège) ; downloaded: 562 (1 ULiège) — SCOPUS®: -
Franssen, J.-M. (Other coll.). (1993, June). Behaviour of external prestressing in structures. Paper presented at Workshop Behaviour of external prestressing in structures. Synthesis of the calculation tests, Saint-Rémy-Lès-Chevreuse, France.
ORBi viewed: 24 (1 ULiège) ; downloaded: 3 (1 ULiège)

9. Colloques et congrès scientifiques

9.a. Sur invitation

À portée internationale

Franssen, J.-M. (2015, October 15). The development of Structural Fire Engineering over the past 25 years and issues for the future. Paper presented at IV International Conference on Applications of Structural Fire Engineering, Dubrovnik, Croatia.
ORBi viewed: 48 (2 ULiège) ; downloaded: 83 (2 ULiège) — SCOPUS®: -
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: 66 (5 ULiège) ; downloaded: 230 (1 ULiège) — SCOPUS®: -

À portée nationale

Mergny, E., Drion, G., & Franssen, J.-M. (2019, March 13). PI Control in Hybrid Fire Testing. Paper presented at HYSIM2019, Zürich, Suisse.
Peer reviewed
ORBi viewed: 25 (4 ULiège) ; downloaded: 17 (4 ULiège)

9.b. Sur proposition personnelle

Publiées

À portée internationale
Avec peer reviewing
Franssen, J.-M., & Martins, J. (2020). Steel sheet piles exposed to fire. Experimental tests and numerical modelling. In D., Lange (Ed.), Proceedings of the 11th International on Structures in Fire (pp. 34-45). Queensland, Australia: The University of Queensland.
Peer reviewed
ORBi viewed: 41 (2 ULiège) ; downloaded: 18 (2 ULiège)
Romeiro Ferreira, J. D., Gernay, T., & Franssen, J.-M. (2018). Discussion on a systematic approach to validation of software for structures in fire. In J.-M., Franssen, O., Vassart, A., Nadjai (Ed.), & F., Ali (Ed.), SiF 2018: 10th international conference on structures in fire (pp. 317-324). Newtownabbey, United Kingdom: Ulster Uiversity.
Peer reviewed
ORBi viewed: 123 (7 ULiège) ; downloaded: 26
Maraveas, C., Gernay, T., & Franssen, J.-M. (2018). AN EQUIVALENT STRESS METHOD FOR CONSIDERING LOCAL BUCKLING IN BEAM FINITE ELEMENTS IN THE FIRE SITUATION. Proceedings of SiF 2018.
Peer reviewed
ORBi viewed: 54 (3 ULiège) ; downloaded: 69 (2 ULiège)
Gernay, T., Peric, V., Mihaylov, B., Molkens, T., & Franssen, J.-M. (2018). Effect of upgrading concrete strength class on fire performance of reinforced concrete columns. In M., Gillie & Y., Wang, Proceedings of ASFE 2017 Conference (pp. 189-198). London, United Kingdom: Taylor & Francis Group.
Peer reviewed
ORBi viewed: 131 (16 ULiège) ; downloaded: 116 (5 ULiège) — SCOPUS®: 0
Sauca, A., Mergny, E., Gernay, T., & Franssen, J.-M. (2017). A method for hybrid fire testing: Development, implementation and numerical application. In M., Gillie & Y., Wang, Proceedings of ASFE 2017 Conference (pp. 225-234). London, United Kingdom: Taylor & Francis Group.
Peer reviewed
ORBi viewed: 149 (19 ULiège) ; downloaded: 61 (3 ULiège) — SCOPUS®: 3 (1 sans les autocitations)
Sauca, A., Gernay, T., Robert, F., & Franssen, J.-M. (2017). Analysis of a concrete building exposed to natural fire. In F., Wald, I., Burgess, M., Jelcic Rukavina, D., Bjegovic, & K., Horova (Eds.), Proceedings of the Int. Conf. ASFE in Dubrovnik, 15-16 October 2015 (pp. 92-97). Czech Technical University.
Peer reviewed
ORBi viewed: 108 (26 ULiège) ; downloaded: 372 (8 ULiège) — SCOPUS®: 0
Sauca, A., Gernay, T., Robert, F., Tondini, N., & Franssen, J.-M. (2016). A Novel Methodology for Hybrid Fire Testing. Proceedings of the 6th European Conference on Structural Control.
Peer reviewed
ORBi viewed: 158 (36 ULiège) ; downloaded: 63 (9 ULiège)
Gernay, T., & Franssen, J.-M. (2016). Towards a standard measure of the ability of a structure to resist a natural fire. In M., Garlock & V., Kodur, Structures in Fire (Proceedings of the Ninth International Conference) (pp. 861-868). Lancaster, PA, USA: DEStech Publications, Inc.
Peer reviewed
ORBi viewed: 131 (12 ULiège) ; downloaded: 56 (4 ULiège) — SCOPUS®: -
Sauca, A., Gernay, T., Robert, F., Tondini, N., & Franssen, J.-M. (2016). Stability in Hybrid Fire Testing. In M., Garlock & V., Kodur, Structures in Fire (Proceedings of the Ninth International Conference) (pp. 836-843). Lancaster, PA, USA: DEStech Publications, Inc.
Peer reviewed
ORBi viewed: 167 (37 ULiège) ; downloaded: 97 (15 ULiège) — 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, S. C., Jiang, S., Chen, V., Kodur, J., Jiang, & G. B., Lou (Eds.), Progress on Safety of Structures in Fire (pp. 19-24). Shanghai, Chine: Tongji University Press.
Peer reviewed
ORBi viewed: 264 (30 ULiège) ; downloaded: 411 (9 ULiège) — 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. Fire Safety Science 11 (pp. 544-557).
Peer reviewed
ORBi viewed: 254 (26 ULiège) ; downloaded: 208 (8 ULiège) — SCOPUS®: 9 (5 sans les autocitations)
Tondini, N., & Franssen, J.-M. (2013). IMPLEMENTATION OF A WEAK COUPLING APPROACH BETWEEN A CFD AND AN FE SOFTWARE FOR FIRES IN COMPARTMENT. In S., Idelsohn, M., Papadrakakis, & B., Schrefler (Eds.), V International Conference on Computational Methods for Coupled Problems in Science and Engineering (pp. 185-192).
Peer reviewed
ORBi viewed: 94 (6 ULiège) ; downloaded: 138 (3 ULiège) — 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, United Kingdom: Interscience Communications Ltd.
Peer reviewed
ORBi viewed: 204 (38 ULiège) ; downloaded: 263 (8 ULiège) — SCOPUS®: 0
Tondini, N., Vassart, O., & Franssen, J.-M. (2013). Experimental assessment of the effect of the real flame emissivity for steel elements engulfed into fire. In V., Babrauska, S., Grayson, M., Hirschler, M., Janssens, & P., Van Hees (Eds.), Proceedings of the Fire and Materials 2013 Conference (pp. 175-186). London, United Kingdom: Interscience Communications Ltd.
Peer reviewed
ORBi viewed: 77 (8 ULiège) ; downloaded: 159 (2 ULiège) — SCOPUS®: 3 (1 sans les autocitations)
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: 199 (6 ULiège) ; downloaded: 383 (13 ULiège) — 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: 220 (15 ULiège) ; downloaded: 613 (16 ULiège) — SCOPUS®: -
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: 677 (15 ULiège) ; downloaded: 381 (5 ULiège) — SCOPUS®: -
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, United Kingdom: Interscience Communications Ltd.
Peer reviewed
ORBi viewed: 313 (53 ULiège) ; downloaded: 2185 (16 ULiège) — SCOPUS®: 14 (12 sans les autocitations)
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: 389 (15 ULiège) ; downloaded: 1395 (9 ULiège) — SCOPUS®: -
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: 99 (7 ULiège) ; downloaded: 202 (7 ULiège) — SCOPUS®: 1 (1 sans les autocitations)
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: 192 (43 ULiège) ; downloaded: 888 (13 ULiège) — SCOPUS®: 14 (9 sans les autocitations)
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: 184 (26 ULiège) ; downloaded: 273 (4 ULiège) — SCOPUS®: 1 (0 sans les autocitations)
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: 150 (20 ULiège) ; downloaded: 377 (4 ULiège) — SCOPUS®: 4 (2 sans les autocitations)
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: 189 (14 ULiège) ; downloaded: 443 (5 ULiège) — 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: 96 (2 ULiège) ; downloaded: 342 (1 ULiège) — SCOPUS®: 1 (1 sans les autocitations)
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: 236 (11 ULiège) ; downloaded: 1011 (4 ULiège) — SCOPUS®: 8 (4 sans les autocitations)
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: 91 (10 ULiège) ; downloaded: 175 (4 ULiège) — SCOPUS®: 1 (0 sans les autocitations)
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: 164 (4 ULiège) ; downloaded: 502 (3 ULiège) — SCOPUS®: -
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: 44 (2 ULiège) ; downloaded: 174 — SCOPUS®: -
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: 201 (7 ULiège) ; downloaded: 199 (1 ULiège) — SCOPUS®: -
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: 111 (4 ULiège) ; downloaded: 136 — SCOPUS®: -
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: 52 (4 ULiège) ; downloaded: 130 (1 ULiège) — SCOPUS®: -
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: 78 (4 ULiège) ; downloaded: 134 — SCOPUS®: -
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: 76 (7 ULiège) ; downloaded: 108 — SCOPUS®: -
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: 53 (3 ULiège) ; downloaded: 99 (2 ULiège) — SCOPUS®: -
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: 156 (3 ULiège) ; downloaded: 197 (3 ULiège) — SCOPUS®: -
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: 44 (5 ULiège) ; downloaded: 109 (1 ULiège) — SCOPUS®: -
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: 83 (7 ULiège) ; downloaded: 83 — SCOPUS®: -
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, United Kingdom: Oxford Brookes University.
Peer reviewed
ORBi viewed: 126 (4 ULiège) ; downloaded: 212 (4 ULiège) — SCOPUS®: -
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: 136 (6 ULiège) ; downloaded: 121 (2 ULiège) — SCOPUS®: -
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, United Kingdom: Interscience.
Peer reviewed
ORBi viewed: 437 (7 ULiège) ; downloaded: 361 (2 ULiège) — SCOPUS®: -
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: 105 ; downloaded: 208 (1 ULiège) — SCOPUS®: -
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: 36 (1 ULiège) ; downloaded: 127 — SCOPUS®: -
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: 84 (3 ULiège) ; downloaded: 97
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: 155 (6 ULiège) ; downloaded: 811 (4 ULiège) — SCOPUS®: -
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: 19 (2 ULiège) ; downloaded: 524 (1 ULiège) — SCOPUS®: -
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: 153 (5 ULiège) ; downloaded: 203 — SCOPUS®: -
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, Belgique: J.-M. Franssen ed.
Peer reviewed
ORBi viewed: 101 (6 ULiège) ; downloaded: 1391 (6 ULiège) — SCOPUS®: -
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: 108 (4 ULiège) ; downloaded: 84 — SCOPUS®: -
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: 144 (5 ULiège) ; downloaded: 136 (4 ULiège) — SCOPUS®: -
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: 44 (3 ULiège) ; downloaded: 104 (1 ULiège) — SCOPUS®: -
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: 51 (5 ULiège) ; downloaded: 207 (1 ULiège) — SCOPUS®: -
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: 225 (1 ULiège) ; downloaded: 363 (1 ULiège) — SCOPUS®: -
Schleich, J.-B., Dotreppe, J.-C., & Franssen, J.-M. (1986). Numerical simulations of fire resistance tests on steel and composite structural elements or frames. In C., Grant & P., Pagni (Eds.), First International Symposium on Fire Safety Science (pp. 311-323). Hemisphere Publishing Corp.
Peer reviewed
ORBi viewed: 41 (4 ULiège) ; downloaded: 224 (1 ULiège) — SCOPUS®: 21 (20 sans les autocitations)
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: 172 (6 ULiège) ; downloaded: 80 (2 ULiège) — SCOPUS®: -
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, United Kingdom: Witt Press.
ORBi viewed: 37 (1 ULiège) ; downloaded: 171 (1 ULiège) — SCOPUS®: -
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, Netherlands: TNO Building and Construction research.
ORBi viewed: 32 (3 ULiège) ; downloaded: 46 (4 ULiège) — SCOPUS®: -
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, Netherlands: TNO Building and construction research.
ORBi viewed: 123 (5 ULiège) ; downloaded: 183 (1 ULiège) — SCOPUS®: -
À portée nationale
Tondini, N., & Franssen, J.-M. (2011). Development 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: 47 (2 ULiège) ; downloaded: 75 (3 ULiège)
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: 160 (4 ULiège) ; downloaded: 575 (8 ULiège) — 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: 104 (6 ULiège) ; downloaded: 309 (4 ULiège) — SCOPUS®: -
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: 66 (2 ULiège) ; downloaded: 497 (2 ULiège) — SCOPUS®: -

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: 61 ; downloaded: 128 — 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: 84 (2 ULiège) ; downloaded: 105 (1 ULiège) — SCOPUS®: -
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, UK.
ORBi viewed: 75 (8 ULiège) ; downloaded: 371 — SCOPUS®: -
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: 44 (2 ULiège) ; downloaded: 231 (1 ULiège) — SCOPUS®: -
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: 94 (6 ULiège) ; downloaded: 52 (1 ULiège) — SCOPUS®: -
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: 48 (2 ULiège) ; downloaded: 84 — SCOPUS®: -
À portée nationale
Franssen, J.-M., & Gernay, T. (2017, May 02). SAFIR: a software for modeling structures in fire. Poster session presented at Department Day Urban and Environmental Engineering, Liege, Belgium.
ORBi viewed: 82 (2 ULiège) ; downloaded: 71 (5 ULiège)
Sauca, A., Gernay, T., Mergny, E., & Franssen, J.-M. (2017, May 02). Hybrid Fire Testing: A new approach for fire labs. Poster session presented at Department Day Urban and Environmental Engineering, Liege, Belgium.
ORBi viewed: 54 (8 ULiège) ; downloaded: 46 (2 ULiège)
Dumont, F., Gernay, T., & Franssen, J.-M. (2016, November 24). Uncertainties in determination of fire resistance by experimental testing and by calculation. Paper presented at Fireforum Congress 2016.
ORBi viewed: 41 (7 ULiège) ; downloaded: 180 (4 ULiège)
Tondini, N., Van Long, H., Demonceau, J.-F., & Franssen, J.-M. (2013, September 30). FIRE TESTING OF HIGH-STRENGTH STEEL CIRCULAR COLUMNS. Paper presented at XXIV Giornate Italiane della Costruzione in Acciaio, Torino, Italy.
Peer reviewed
ORBi viewed: 77 (9 ULiège) ; downloaded: 204 (7 ULiège) — SCOPUS®: -
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: 144 (8 ULiège) ; downloaded: 1833 (10 ULiège) — SCOPUS®: -

11. Rapports

11.a. Rapports de recherche

Externes

Collin, F., Dewals, B., Elsen, C., Nguyen, F., Bastin, D., Habraken, A., Denoël, V., Franssen, J.-M., Teller, J., & Michel, F. (2015). Research Self-Evaluation Report of the Department ArGEnCo. Argenco.
ORBi viewed: 166 (29 ULiège) ; downloaded: 217 (53 ULiège) — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2011). Economic analysis of Stainless Steel- Reinforced Concrete members designed for a Fire Resistance of 2 hours.
ORBi viewed: 147 (10 ULiège) ; downloaded: 183 (4 ULiège) — SCOPUS®: -
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: 218 (1 ULiège) ; downloaded: 3938 (1 ULiège) — SCOPUS®: -
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: 122 (2 ULiège) ; downloaded: 100 (1 ULiège) — SCOPUS®: -
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: 115 (4 ULiège) ; downloaded: 1328 (4 ULiège) — SCOPUS®: -
Franssen, J.-M. (1993). Stress strain relationship of Tempcore steel after heating up to 650°C and cooling. Liege, Belgium: ULg - Université de Liège.
ORBi viewed: 161 (2 ULiège) ; downloaded: 96 — SCOPUS®: -
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: 209 (13 ULiège) ; downloaded: 107 (3 ULiège) — SCOPUS®: -
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: 47 (1 ULiège) ; downloaded: 125 — SCOPUS®: -
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: 109 ; downloaded: 189 — SCOPUS®: -

Internes

Romeiro Ferreira, J. D., Franssen, J.-M., Gernay, T., & Gamba, A. (2017). Validation of SAFIR through DIN EN 1992-1-2 NA: Comparison of the results for the examples presented in Annex CC. Liege, Belgique: ULiège - Université de Liège.
ORBi viewed: 105 (14 ULiège) ; downloaded: 63 (3 ULiège)
Gernay, T., Scifo, A., & Franssen, J.-M. (2015). SAFIR: Capabilities and examples of applications. Liege, Belgium: ULg.
ORBi viewed: 103 (15 ULiège) ; downloaded: 2434 (93 ULiège) — SCOPUS®: -
Gernay, T., Dumont, F., Wellens, E., & Franssen, J.-M. (2015). Loadbearing capacity criteria in fire resistance testing - Numerical simulations on steel beams. ULg.
ORBi viewed: 50 (8 ULiège) ; downloaded: 99 (3 ULiège) — SCOPUS®: -
Gernay, T., Dumont, F., Wellens, E., & Franssen, J.-M. (2015). Loadbearing capacity criteria in fire resistance testing: Investigation of an acceleration criterion. ULg.
ORBi viewed: 42 (4 ULiège) ; downloaded: 78 (2 ULiège) — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2011). SAFIR Materials Manual - SILCON_ETC, CALCON_ETC.
ORBi viewed: 149 (10 ULiège) ; downloaded: 452 (13 ULiège) — SCOPUS®: -
zaharia, R., & Franssen, J.-M. (2000). Behaviour of steel pallet rack structures under exceptional loading conditions - partial report. Liege, Belgium: ULg.
ORBi viewed: 112 (1 ULiège) ; downloaded: 797 (6 ULiège) — SCOPUS®: -

11.b. Rapports d'expertise

Franssen, J.-M. (2016). Tensile membrane action. Expert judgement about the Bailey-Moore simple method and the software MACS+ (2nd Draft).
ORBi viewed: 49 (6 ULiège) ; downloaded: 37 (3 ULiège)

12. Documents pédagogiques

Denoël, V., & Franssen, J.-M. (2015). Stabilité des Constructions.
ORBi viewed: 332 (19 ULiège) ; downloaded: 1745 (24 ULiège) — SCOPUS®: -
Franssen, J.-M. (2010). Cours de prévention incendie (Univ. of Liege, GCIV2042-2 Conception de bâtiments en situation de risques majeurs).
ORBi viewed: 308 (15 ULiège) ; downloaded: 19195 (45 ULiège) — SCOPUS®: -
Franssen, J.-M. (2010). Evaluation de la capacité portante d'une structure en béton ayant subi un incendie (ULg - Université de Liège, Conception de bâtiments en situation de risques majeurs GCIV2042-2).
ORBi viewed: 175 (5 ULiège) ; downloaded: 634 (5 ULiège) — SCOPUS®: -
Boissonnade, N., Fleischer, O., Franssen, J.-M., Jaspart, J.-P., Maquoi, R., & Weynand, C. (2009). Design of Tubular Steel Sections. Training and Education for the Implementation of Eurocode 3 (Comité International pour le développement et l'Etude de la Construction Tubulaire, Module 6: Fire Design. Lecture 16: Introduction to fire design according to Eurocode 3). CIDECT.
ORBi viewed: 404 (11 ULiège) ; downloaded: 1665 (6 ULiège) — SCOPUS®: -
Franssen, J.-M. (1991). Béton armé de fibres de verres. Liège, Belgique: Ulg.
ORBi viewed: 100 (7 ULiège) ; downloaded: 290 (5 ULiège) — SCOPUS®: -
Franssen, J.-M. (1991). Réhabilitation des structures incendiées. Liège, Belgique.
ORBi viewed: 207 (9 ULiège) ; downloaded: 271 (6 ULiège) — SCOPUS®: -

13. Développements informatiques

13.b. Bases de données textuelles, factuelles ou bibliographiques

Franssen, J.-M., Wellens, E., Dumont, F., & Gamba, A. (2019). TRAFIR (TRAvelling FIRes) - Analysis of the physical parameters influencing the development of a travelling fire.
ORBi viewed: 167 (26 ULiège) ; downloaded: 114 (6 ULiège)
Dumont, F., Wellens, E., & Franssen, J.-M. (2016). Temperature assessment of a vertical steel member subjected to localised fire.
ORBi viewed: 104 (13 ULiège) ; downloaded: 26 (1 ULiège)

13.c. Autres

Franssen, J.-M., & Gernay, T. (2019). User’s manual for SAFIR 2019 A computer program for analysis of structures subjected to fire.
ORBi viewed: 216 (9 ULiège) ; downloaded: 449 (9 ULiège)
Franssen, J.-M., & Gernay, T. (2016). User’s manual for SAFIR 2016c A computer program for analysis of structures subjected to fire.
ORBi viewed: 37 (1 ULiège) ; downloaded: 39

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: 52 (3 ULiège) ; downloaded: 55 (1 ULiège) — 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: 79 (3 ULiège) ; downloaded: 91 (3 ULiège) — SCOPUS®: -
Franssen, J.-M. (2010). Prise en compte des effets indirects dans l’évaluation de la stabilité au feu de bâtiments industriels en acier. Paper presented at Fire Safety Day, Leuven, Belgium.
ORBi viewed: 49 (6 ULiège) ; downloaded: 110 (4 ULiège) — 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: 60 (1 ULiège) ; downloaded: 89 (1 ULiège) — SCOPUS®: -
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: 183 (42 ULiège) ; downloaded: 236 (16 ULiège) — SCOPUS®: -
Franssen, J.-M. (2009). Toepassingsgebiet ontwerpsoftware. Paper presented at TETRA Studienamiddag, Sint-Katelijne-Waver, Belgium.
ORBi viewed: 29 (2 ULiège) ; downloaded: 66 — SCOPUS®: -
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: 210 (27 ULiège) ; downloaded: 177 (8 ULiège) — SCOPUS®: -
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: 33 (4 ULiège) ; downloaded: 235 (3 ULiège) — SCOPUS®: -

14.d Autres

Franssen, J.-M., & Gernay, T. (2015). Fire safety engineering group: presentation of the research activities at the ULg PhD information session.
ORBi viewed: 60 (3 ULiège) ; downloaded: 39 (1 ULiège) — SCOPUS®: -