 |
 |
 |
 |
 |
 |
 |
 |
 |
|
|
|
|
|
|
|
|
|
of
Jean-Marc FRANSSEN
Name FRANSSEN
First name Jean-Marc , Henri, Julien, Ghislain
Born In Bolland (Belgium), on the 17 th of May 1959
Nationality Belgian
Address Private
17, Thier Fouarge
4653 – Bolland
Belgium
Office
Univ. of Liege
B52/3 + 1/537
Chemin des chevreuils, 1
4000 Liège 1
Belgium
Tel. +32-4-366.92.65 (direct)
+32-4-366.92.51 (secr.)
Fax +32-4-366.95.34
e-mail jm.franssen@ulg.ac.be
Professeur Adjoint (Associate Professor) at the University of Liege, since 14 th June 2000
PRESENT POSITION
Directeur de Recherches (Research Director) of the National Fund for Scientific Research Belgium, since 1 rst October 2002
SCIENTIFIC AWARDS .
Prix Scientifique de l'Association des Ingénieurs sortis de Liège (Scientific Award of the Association of Engineers who Graduated in Liege), 1983 (620 EUROS, personally)
Prix Annuel FERNAND DE WAELE du Fonds National de la Recherche Scientifique (Annual FERNAND DE WAELE Award of the Scientific Fund for Scientific Research Belgium), 1988 (6,200 EUROS, for a research project).
Prix International MAGNEL du Bureau SECO (International MAGNEL Award of the Bureau SECO), 1986-1988, (7,500 EUROS, personally)
COMMISSIONS AND INTERNATIONAL ORGANISATIONS .
ECSC Research REFAO II Advisory committee (1987-1989)
IAFFS International Association for Fire Safety Science (1985- )
RILEM TC 129 MHT Materials at High Temperatures. Test Methods for Mechanical Properties of Concrete at High Temperatures (1991-2001)
EN YYY5 – Part 4 Applied protection to composite slabs, draft team (1991-1992)
CEB TG 2/1 Constitutive modelling (1993-1995)
STIFF STeel in FIre Forum, Great Britain (1993- )
CIB W14 SG5 Guidance for a rational approach to fire resistance (1997- )
IBN Belgian National Application Documents of Eurocode 2, Eurocode 3 and Eurocode 4-fire parts (1998-1999)
Belgian « Conseil Supérieur de la sécurité contre l'incendie et l'explosion » (1999- )
Eurocode 3 Project team transforming 1993-1-2 from an ENV to an EN (1999-2002)
IABSE Intenational Association for Bridges and Structural Engineering (1999- )
EPSRC Engineering and Physical Sciences Research Council, project evaluator (1997- ….)
LIST OF PUBLICATIONS
1. BOOKS
Etude du comportement au feu des structures mixtes acier-béton, J.-M. Franssen, Collection des Publications de la F.S.A. de l'Univ. de Liège, n° 111, (1987), pp 276.
Contributions à la modélisation des incendies dans les bâtiments et de leurs effets sur les structures, J.-M. Franssen, Thèse d'agrégation de l'enseignement supérieur, Univ. de Liège, (1997), pp. 484.
Structures in Fire. Proceedings of the first international workshop , J.-M. Franssen editor, Liège (2000), pp 340.
Fire Technology, Special issue: Properties of Concrete and Behavior of Concrete Columns Subjected to Fire , Vol. 39, N° 1 (2003), guest editor.
SiF'04, STRUCTURES IN FIRE, Proceedings of the Third International Workshop, Franssen, Benichou, Kodur & Sultan ed., NRC-CNRC, IRC, Ottawa (2004), pp452.
2. PAPERS
2. a) international journals and conferences.
Evaluation quantitative et qualitative de la collaboration des toitures en tôles minces, J.-M. Franssen, Construction Métallique, n°2 (1983), 65-75
Particular points of elastic analysis of clad pitched roof portal frame structures, J.- M. Franssen, Thin-Walled Structures, vol. 2, n°2 (1984), 165-174
Computer aided fire resistance for steel and composite structures, J.-C. Dotreppe, J.-M. Franssen and J.-B. Schleich, Acier - Stahl - Steel, n°3, (1984), 105-112
Analyse de la résistance au feu des structures en acier et mixtes béton-acier, assistée par ordinateur, J.-C. Dotreppe, J.-M. Franssen and J.-B. Schleich, C.E.C.,Proceedings of the conf. "Sécurité au feu des constructions acier-conception pratique" (1985), 296-314.
Note : also published in english and in german by the C.E.C.
The use of numerical models for the fire analysis of reinforced concrete and composite structures, J.C. Dotreppe and J.-M. Franssen, Engineering Analysis, vol.2, n°2 (1985), 67-74
Numerical simulations of fire resistance tests on steel and composite structural elements or frames, J.-B. Schleich, J.-C. Dotreppe and J.-M. Franssen, Proc. of the First International Symposium on Fire Safety Science., Hemisphere Publishing Corporation, (1986), 311-323
Comportement de colonnes massives en acier soumises à l'incendie, J.-M. Franssen, Construction Métallique, n°1 (1986), 37-45
Résistance au feu des profilés en acier isolés. Détermination de la conductivité thermique apparente, J.-M. Franssen and A. Bruls, Symposium "Fire Protection to Steelwork - E.E.C. Harmonisation". European Group of Official Laboratories for Fire testing, Bruxelles, (1986), pp 28
Effets de la modélisation du comportement des matériaux sur l'évaluation de la résistance au feu des structures, J.-M. Franssen and J.-C. Dotreppe, Proceedings of the first international RILEM Congres, Chapman and Hall , vol.2 (1987), 907-910
Characterization of an Insulating Material with Regards to ECCS. Recommendations for the Fire Safety of Steel Structures, A. Bruls, L.-G. Cajot and J.-M. Franssen, Journal of Constructional Steel Research, vol.9, n°2 (1988), 111-135
The effect of the mechanical and structural properties of steel at elevated temperatures on the buckling of fire exposed columns, J.-M. Franssen, J. Janss and L. Twilt, C.E.C., EUR 12470 (1988), pp. 126
Evaluation du comportement mécanique des matériaux en cas d'incendie et influence sur la réponse structurelle, J.-M. Franssen and J.-C. Dotreppe, Revue Roumaine des Sciences et Techniques - Mécanique appliquée, Tome 33, n° 4 (1988), 405-415
Modélisation et influence des contraintes résiduelles dans les profils métalliques soumis à l'incendie, J.-M. Franssen, Construction Métallique, n° 3 (1989), 35-42
Computer model for the fire resistance of composite structures, L.-G. Cajot, J.-M. Franssen and
J.-B. Schleich, Congrès International de l'A.I.P.C., Bruxelles (1990), 395-400
The unloading of building materials submitted to fire, J.-M. Franssen, Fire Safety Journal, Vol. 16, N°3 (1990), 213-227
Résistance au feu des ossatures métalliques, J.-M. Franssen, Revue Roumaine des Sciences et techniques - Mécanique Appliquée, Tome 37, No. 3 (1992),329-340
Fire Safety of Columns in Steel Frames, J.-M. Franssen & J.-C. Dotreppe, Fire Safety Journal, Vol. 19, No. 2 & 3 (1992), 159-175
SAFIR applied to prestressed beams at ambient temperature, J.-M. Franssen, External Prestressing in Structures. Non-Linear Calculation Tests of Prestressed Beams, Association Française pour la Construction, (1993), 67-73
Numerical Procedure for the Calculation of the Temperature Evolution in Composite Elements with Internal Cavities, P. Luycks, P. Stienon, J.-M. Franssen, J.-C. Dotreppe & M. Hogge, Numerical Methods in Engineering. Vol. 10, n°6 (1994), 437-451
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, P. Heinen & J.-M. Franssen, Construction Métallique, n°3 (1994), 3-11
A comparison between five structural fire codes applied to steel elements, J.-M. Franssen,
J.-B. Schleich, L.-G. Cajot, D. Talamona, B. Zhao, L. Twilt and K. Both, Fourth International Symposium on Fire Safety Science, Ottawa, (1994), 1125-1136
A concrete model considering the load history applied to centrally loaded columns under fire attack, U. Schneider, T. Morita & J. M. Franssen, 4 th International Symposium on Fire Safety Science, Ottawa, (1994), 1101-1112
A Simple Model for the Fire Resistance of Axially Loaded Members According to Eurocode 3,
J.-M. Franssen, J.-B. Schleich & L.G. Cajot, Journal of Constructional Steel Research, Vol. 35 (1995), 49-69
Buckling of eccentrically loaded steel columns submitted to fire, D. Talamona, J.-M. Franssen &
N. Recho, Int. Conf. on Fire Research and Engng, Orlando, Society of Fire Protection Engrs. (1995), 533-538
A straightforward calculation method for the fire resistance of reinforced concrete columns,
J.-C. Dotreppe, J.-M. Franssen & Y. Vanderzeipen, First European Symposium on Fire Safety Science, Zürich, (1995), pp10
Compressive strength for service and accident conditions, RILEM TC 129-MHT. Test Methods for mechanical properties of concrete at High Temperatures, Materials and Structures, Vol. 28, No. 181 (1995), 410-414
Numerical simulation of a full scale fire test on a loaded steel framework, J.-M. Franssen, C.M.E. Cooke & D.J. Latham, Journal of Constructional Steel Research., Vol. 35 (1995), 377-407
Residual stresses in steel profiles submitted to the fire : an analogy, J.-M. Franssen, Proc. of the 3 rd CIB/W 14 FSF Workshop on Modelling, L. Twilt, editor, TNO, (1996), 103-112
Time history versus ultimate state design in structures submitted to the fire, J.-M. Franssen, Proc. of the 3 rd CIB/W 14 FSF, Workshop on Modelling, L. Twilt, editor, TNO, (1996), 113-118
Connection between parametric temperature-time curves and Equivalent time of fire exposure
( Annexes B and E of ENV 1991-2-2 ), J.-M. Franssen, J.-F. Cadorin, L.-G. Cajot, J.-B. Schleich, H. Schweppe & R. Kindmann, IABSE colloqium, Basis of Design and Actions on Structures, Background and Application of Eurocode 1, Delft, IABSE report Vol. 74, (1996), 407-417
A Simple Model for the Fire Resistance of Axially Loaded Members - Comparison with experimental results, J.-M. Franssen, J.-B. Schleich, L.-G. Cajot & W. Azpiazu, Journal of Constructional Steel Research, Vol. 37, No. 3 (1996), 175-204
Fire resistance of simple frames according to eurocode 3, J.-M. Franssen, L. Schröder &
J.-C. Dotreppe, 5 th Int. Colloquium on Structural Stability, Rio de Janeiro, SSRC, Batista ed., (1996), 263-274
Analysis of structural members under elevated temperature conditions- Discussion, J.-M. Franssen, J. of Struct. Engrg, ASCE, Vol. 122, No. 10 (1996), 1253-1255
Factors influencing the behavior of steel columns exposed to fire, D. Talamona, J. Kruppa,
J.-M. Franssen & N. Recho, Journal of Fire Protection Engineering, 8(1), (1996), 31-43
Experimental research on the determination of the main parameters affecting the behaviour of reinforced concrete columns under fire conditions, J.-C. Dotreppe, J.-M. Franssen, A. Bruls, R. Baus, P. Vandevelde, R. Minne, D. van Nieuwenburg & H. Lambotte, Magazine of Concrete Research, 49, No. 179 (1997), 117-127
RILEM Recommendations : Part 6 – Thermal Strain, RILEM TC 129-MHT. Test Methods for mechanical properties of concrete at High Temperatures, Materials and Structures, Supplement March (1997), 17-21
Stability of Steel Columns in Case of Fire : Numerical Modelling, D. Talamona, J.-M. Franssen,
J.-B. Schleich & J. Kruppa, J. of Structural Engineering, ASCE, Vol. 123, No. 6, June (1997), 713-720
Evaluation of the thermal part of the code SAFIR by comparison with the code TASEF, D. Pintea & J.-M. Franssen, Proc. 8 th Int. Conf. on Steel Structures, Vol. 2, M. Ivan ed., MIRTON, Timisoara, (1997), 636-643
Influence of Stress History Function in the Schneider-Concrete-Model Under Fire Attack, T. Morita, J.-M. Franssen et U. Schneider, Proc. 5 th Int. Symp. on Fire Safety Science, Melbourne, IAFSS, Hasemi ed., Tsukuba, (1997), 1057-1068
Design and Tests of Prestressed Concrete Beams, J.-M. Franssen & A. Bruls, Proc. 5 th Int. Symp. on Fire Safety Science, Melbourne, IAFSS, Hasemi ed., Tsukuba, (1997), 1081-1092
Fire Performance of High-Performance Construction Materials, L. Y. Cooper, R. J. Dexter,
K. Gilvary & J.-M. Franssen, Proc. 5 th Int. Symp. on Fire Safety Science, Melbourne, IAFSS, Hasemi ed., Tsukuba, (1997), 1347
Fire test on normal and high-strength reinforced concrete columns, C. M. Aldea, J.-M. Franssen & J.-C. Dotreppe, NIST Special Publication 919, Int. Workshop on Fire Performance of High-Strength Concrete, (1997), 109-124
Stability of Steel Columns in Case of Fire : Experimental evaluation, J.-M. Franssen, D. Talamona, J. Kruppa & L.-G. Cajot, Journal of Structural Engineering, ASCE, Vol. 124, No 2 (1998) 158-163
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, L. Y. Cooper and J.-M. Franssen, NISTIR 6170, pp. 18, N.I.S.T., Gaithersburg, (1998)
Effects caused on the structure by localised fires in large compartments , J.-M. Franssen, L.-G. Cajot & J.-B. Schleich, EUROFIRE, Brussels (1998), pp, 19 in a CD-ROM,
Buckling curves of hot rolled H steel sections submitted to fire, J.-B. Schleich, L.-G. Cajot, J. Kruppa, D. Talamona, W. Azpiazu, J. Unanua, L. Twilt, J. Fellinger, R.-J. Van Foeken & J.-M. Franssen, C.E.C., EUR 18380 EN (1998), pp. 333
RILEM Recommendations : Part 7: Transient Creep for service and accident conditions, RILEM TC 129-MHT. Test Methods for mechanical properties of concrete at High Temperatures, Materials and Structures, Vol. 31, (1998), 290-295
Calculation Method for Design of Reinforced Concrete Columns under Fire Conditions,
J.-C. Dotreppe, J.-M. Franssen and Y. Vanderzeypen, A.C.I. Struct. Journal, Vol. 96, No. 1, Jan./Febr. 1999, 9-18
Fire damage assessment (invited paper), J.-M. Franssen, Proc. First Univ. of Toronto Struct. Forensic Engng Seminar on Structural Failure, Toronto, (1999), A. Danay ed., 8:1-8:12.
Development of design rules for steel structures subjected to natural fires in closed car parks , J.-B. Schleich, L.-G. Cajot, M. Pierre, M. Brasseur, J.-M. Franssen, J. Kruppa, D. Joyeux, L. Twilt, J. van Oerle & G. Aurtenetxe, C.E.C., EUR 18867 EN (1999), pp.153
Encurvadura Lateral de Vigas Metalicas Sujeitas à Acçao do Fogo - Estudo Numerico e Experimental , P. M. M. Vila Real, P. A. G. Piloto, J.-M. Franssen, M. A. P. Vaz, F. M. F. Oliveira, Mecânica experimental, ISSN-122 922, n°4, 1999, 31-39
Development of design rules for steel structures subjected to natural fires in large compartments, J.-B. Schleich, L.-G. Cajot, M. Pierre, M. Brasseur, J.-M. Franssen, J. Kruppa, D. Joyeux, L. Twilt, J. van Oerle & G. Aurtenetxe, C.E.C., EUR 18868 EN (1999), pp.207
Numerische Modellierung von Tragwerken unter Brandeinwirkung , J.-M. Franssen, Stahlbau 68, Heft 6, (1999),421-428
Application of the SAFIR Computer Program for Evaluating Fire Resistance, V. K. R. Kodur,
D. I. Nwosu, M. A. Sultan and J.-M. Franssen, Proc. Third Int. Conf. on Fire Research and Engineering, SFPE-NIST-IAFSS, Chicago, (1999), 287-295
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 , L. Cooper & J.-M. Franssen, Fire Safety Journal, Vol. 33 (1999), 115-128
Modelaçao Numérica da Encurvadura Lateral de Vigas I Metalica Sujeitas à Acçao do Fogo, P. M. M. Vila Real, P. A. G. Piloto & J.-M. Franssen, II National Conference on Steel and Composite Construction, Coïmbra, Portugal, (1999), 657-668
Steel Structures in Fire. From the Material Level to the Calculation Methods (invited paper),
J.-M. Franssen, II National Conference on Steel and Composite Construction, Coïmbra, Portugal, (1999), 47-58
Analyse du comportement des structures métalliques en cas d'incendie , J.-M. Franssen & D. Dhima, Construction métallique du C.T.I.C.M., n°3 (1999), 27-36.
Fire Models for Safety Concept of Steel Structures - I modelli di incendio per la valutazione della sicurezza di strutture in acciaio, S. Pustorino, J.-B. Schleich, J.-F. Cadorin & J.-M. Franssen, XVII Congresso C.T.A., Costruire in acciaio: Strutture e architettura, Naples, 3-7 octobre 1999, 69-78
RILEM Recommendations : Part 8: Steady-state creep and creep recovery for service and accident conditions, RILEM TC 129-MHT. Test Methods for mechanical properties of concrete at High Temperatures, Materials and Structures, Vol. 33, (2000), 6-13
Failure temperature of a System Comprising a Restrained Column Submitted to Fire , J.-M. Franssen, Fire Safety Journal, Vol 34 (2000), 191-207
RILEM Recommendations : Part 4: Tensile strength for service and accident conditions, RILEM TC 129-MHT. Test Methods for mechanical properties of concrete at High Temperatures, Materials and Structures, Vol. 33, (2000), 219-223
Lateral Torsional Buckling of Steel I-Beams in Case of Fire – Numerical Modelling , P. M. M. VILA REAL & J.-M. FRANSSEN, Proc. 1 rst int. Structures in Fire workshop, J. M. Franssen ed., Liège (2000), 71-93
New quadrangular shell element in SAFIR, D. TALAMONA, J.-M. FRANSSEN, Proc. 1 rst int. Structures in Fire workshop, J. M. Franssen ed., Liège (2000), 195-210
Design of concrete columns based on EC2 tabulated data – A critical review, J.-M. FRANSSEN, Proc. 1 rst int. Structures in Fire workshop, J. M. Franssen ed., Liège (2000), 323-339
RILEM Recommendations : Part 9: Shrinkage for service and accident conditions, RILEM TC 129-MHT. Test Methods for mechanical properties of concrete at High Temperatures, Materials and Structures, Vol. 33, (2000), 224-228
Improvement of the Parametric Fire of Eurocode 1 based on Experimental Tests Results , J.-M. Franssen, Proc. 6th int. Symp. on Fire Safety Science, Poitiers, IAFSS, Curtat ed., Poitiers, (2000), 927-938
Local buckling of structures in case of fire, J.-M. FRANSSEN and D. TALAMONA, 4th annual workshop Targeted Research Action – Environmentally Friendly Construction Technologies, ECCREDI, Prague (2000), pp 16.
Numerical and experimental evaluation of lateral torsional buckling of beams at elevated temperatures, P. A. G. PILOTO, P. M. M. Vila Real & J.-M. FRANSSEN, Computational Meth. and Experimental Measurements, ISBN 1-85312-870-8, WIT press, Southampton (2001), 903-914
Residual load bearing capacity of structures exposed to fire, J.-M. FRANSSEN, V. KODUR, Invited paper, Proc. ASCE structures Congress, Washington DC, (2001), pp. 12.
A simple model for the lateral-torsional buckling of steel I-beams under fire conditions : numerical and experimental validation, P. M. M. VILA REAL, P.A.G. PILOTO & J.-M. FRANSSEN, Proc. XVIII Congresso C.T.A., Venezia, ACS ACAI Servizi s.r.l. (Milano), 2001, p. 187-196
The influence of lateral bending restrain in numerical and experimental evaluation of lateral buckling resistance design moment of steel I beams at elevated temperatures , P. A. G. PILOTO, P. M. M. VILA REAL, J.-M. FRANSSEN, Proc. 5° Congreso Interamericano de Computacion Applicada a la Industria de Procesos CAIP’2001, ISBN 956-291-077-6, J. O. Valderrama & C. J. Rojas ed., La Serena, Chile (2001), 261-264
Fire resistance of circular concrete columns, J.-C. DOTREPPE, P.-F. BISSCHOPS, J.-M. FRANSSEN, Proc. 3 rd Int. Conf. On Concrete under Sever Conditions, CONSEC’01, Vancouver, Univ. of British Columbia, Vancouver, N. Banthia ed., (2001), 190-197
Numerical Modelling of Lateral-Torsional Buckling of Steel I-Beams under Fire Conditions – Comparison with Eurocode 3, Paulo M. M. Vila Real & Jean-Marc Franssen, Journal of Fire Protection Engineering, Vol. 11, N°2 (2001), 112-128
Natural Fire Safety Concept , Jean-Marc Franssen, Proc. Int. Seminar on Steel Structures in Fire, Shanghai, Tongli Univ., Guoqiang Li & Yongchang Wang ed., (2001), 225-240
Fire Design Study Case of a High-Rise Steel Storage Building , Raoul Zaharia & Jean-Marc Franssen, Proc. Int. Colloquium on Stability and Ductility of Steel Structures, ISBN 963-7950-2 , Budapest, Budapest Univ. of Techn. And Economics, M. Ivanyi ed. (2002), 745-752
Capabilities and Limitations of Structures in Fire Modelling (invited paper), Jean-Marc Franssen, Proc. Int. Symposium on structures in fire – Issues and concerns after September Eleventh, NUS Singapore, J Y R Liew ed. (2002), 43-58.
Numerical Determination of 3D temperature fields in steel joints , Jean-Marc Franssen & Luc Brauwers, Proc. 2nd int. Workshop “Structures in Fire”, Univ. of Canterbury, Christchurch, P. J. Moss ed. (2002), 1-20
Lateral Buckling of Steel I Beams at Elevated Temperature – Comparison between the Modelling with Beam and Shell Elements , Valdenir de Souza Junior & Jean-Marc Franssen, Proc. 3rd European Conf. On Steel Structures, ISBN: 972-98376-3-5, Coïmbra, Univ. de Coïmbra, A. Lamas & L. Simoes da Silva ed. (2002), 1479-1488
Fire Design Study Case of a High-Rise Steel Storage Building, Jean-Marc Franssen & Raoul Zaharia, Proc. 3rd European Conf. On Steel Structures, ISBN: 972-98376-3-5, Coïmbra, Univ. de Coïmbra, A. Lamas & L. Simoes da Silva ed.,(2002), 1449-1458
Numerical modelling of a single storey industrial building at elevated temperature – comparison between the 2D and 3D analyses , V. de Souza Junior, G. J. Creus & J.-M. Franssen, MECOM 2002, First South-American Congress on Computational Mechanics, Santa Fe-Paraná, Argentina, October 2002, 1986-1997.
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 , Paolo Vila Real, Paolo Piloto & Jean-Marc Franssen, Journal of Constructional Steel Research, Vol. 59 (2003), 179-199.
Consequences of imperfect insulation – Numerical Modeling , Jean-Marc Franssen, Fire Protection Engineering Magazine, S.F.P.E., Issue No. 18 (2003), 24-33.
SAFIR. A Thermal/Structural Program Modelling Structures under Fire , Jean-Marc Franssen, Proc. NASCC 2003, A.I.S.C. Inc., Baltimore, April 2-4 (2003)
Validation of a shell finite element for concrete and steel structures subjected to fire, D. Talamona, L. Lim & J.-M Franssen, 4 th Int. Seminar on Fire and Explosion Hazards, Londonderry, University of Ulster, 8-12 September, pp198-199 (2003)
Influence of the section and of the insulation type on the equivalent time, J.-F. Cadorin , Ch. Perez Jiménez & J.-M Franssen, 4 th Int. Seminar on Fire and Explosion Hazards, Londonderry, University of Ulster, 8-12 September, pp 36-38 (2003)
Fire design of Steel structures – EC3 , Jean-Marc Franssen, Proc. Int. Seminar on Fire Safety of Steel Structures, Cologne, 11-12 Septembre (2003).
Effect of cooling on the behaviour of a steel beam under fire loading including the end joint response , Santiago, A., Simões da Silva, L., Vila Real, P. and Franssen, J-M., in Proc. of 9th International Conference on Civil and Structural Engineering Computing, pp.159-160 Egmond-aan-Zee, Nederlands, (2003).
Encurvada lateral de vigas metalicas sujeitas a acçao do fogo: uma nova proposta de calculo simples complementar ao EC3 , Vila Real P, Lopes N, Simoes da Silva L, Franssen J-M, Congresso de Construçao Metallica e Mista, Lamas, Calado, Ferreira & Vila Real ed., Coimbra (2003), 607-616
Guest Editorial. Special Issue on Properties of Concrete and Behavior of Concrete Columns Subjected to Fire , Franssen J-M, Fire Technology, Vol. 39, N°1 (2003), 5-6
Fire Tests and Calculation Methods for Circular Concrete Columns , Franssen J-M & Dotreppe J-C, Fire Technology, Vol. 39, N° 1 (2003), 89-97
Towards a consistant format of steel beam-columns: application of the new interaction formulae for ambient temperaure to elevated temperatures, Vila Real P M M, Jopes N, Simoes da Silva L, Piloto P, Franssen J-M, Steel and Composite Structures, Vol. 3, No. 6 (2003), 383-401
A tool to design steel elements submitted to compartment fires – OZone V2. Part 1: pre- and post-flashover compartment fire model , Cadorin J.-F. & Franssen J.-M., Fire Safety Journal, Elsevier, 38 (2003), 395-427.
A tool to design steel elements submitted to compartment fires – OZone V2. Part 2: Methodology and application , Cadorin J.-F., Pintea D., Dotreppe J.-C. & Franssen J.-M., Fire Safety Journal, Elsevier, 38 (2003), 439-451.
Improvement of the Current Version of the EC3 for the Lateral-Torsional Buckling of Unrestrained Steel Beams under Fire Conditions , Vila Real P M M, Lopes N, Simoes da Silva L, Franssen J-M, SiF'04, Structures in Fire, Proc. of the 3rd Intl Workshop, NRC-CNRC, IRC, Ottawa, Franssen, Benichou, Kodur & Sultan ed. (2004), 169-186.
New Proposals for the Design of Steel-Beam-Columns under Fire Conditions , Lopes N, Vila Real P M M, Simoes da Silva P, Piloto P, Franssen J-M, SiF'04, Structures in Fire, Proc. of the 3rd Intl Workshop, NRC-CNRC, IRC, Ottawa, Franssen, Benichou, Kodur & Sultan ed. (2004), 187-206.
Precast Hollow Core Slabs in Fire: Numerical Simulations and Experimental Tests , Dotreppe J-C, Franssen J-M, SiF'04, Structures in Fire, Proc. of the 3rd Intl Workshop, NRC-CNRC, IRC, Ottawa, Franssen, Benichou, Kodur & Sultan ed. (2004), 219-232.
Dynamic Analysis Used to Cope with Partial and Temporary Failures , Franssen J-M, Gens F, SiF'04, Structures in Fire, Proc. of the 3rd Intl Workshop, NRC-CNRC, IRC, Ottawa, Franssen, Benichou, Kodur & Sultan ed. (2004), 297-310
Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal , Elsevier, Vila Real P M M, Lopes N, Simoes da Silva L, Franssen J-M, Computers & Structures, 82 (2004), 1737-1744
Numerical modelling of two-way reinforced slabs in fire , Lim L, Buchanan A, Moss P, Franssen J-M, Engineering Structures, Elsevier, 26 (2004), 1081-1091
Numerical modelling of steel beam-columns in case of fire - comparisons with Eurocode 3 , Vila Real P M M, Lopes A, Simoes da Silva L, Piloto P, Franssen J-M, Fire Safety Journal, Elsevier, 39 (2004), 23-39
Experimental study of the charring rate of tropical hardwoods , Njankouo J M, Dotreppe J-C, Franssen J-M, Fire and materials, John Wiley & Sons, Ltd, 28 (2004), 15-24
Numerical determination of 3D temperature fields in steel joints , Franssen J-M, Fire and Materials, John Wiley & Sons, Ltd., 28 (2004), 63-82
RILEM Recommendation : Test methods for mechanical properties of concrete at high temperatures. Modulus of elasticity for service and accident conditions , RILEM TC 129-MHT, Materials and Structures, Vol. 37, (2004), 139-144.
2. b) National journals
Modélisation de spectres de contraintes et application à la résistance en fatigue, J.-M. Franssen, Revue de la Soudure, n°2 (1985), 57-63
Recherche expérimentale sur le comportement au feu des colonnes en béton armé, J.-C. Dotreppe, J.-M. Franssen, A. Bruls, R. Baus, P. Vandevelde, R. Minne, D. Van Nieuwenburg & H. Lambotte, Annales de l'Institut Technique du Bâtiment et des Travaux Publiques, N°539, série : essais et mesures 254, (1995), 25-41
Experimenteel onderzoek naar het brandgedrag van kolommen in gewapend beton, J.-C. Dotreppe, J.-M. Franssen, A. Bruls, R. Baus, P. Vandevelde, R. Minne, D. Van Nieuwenburg, & H. Lambotte, Infrastructuur in het Leefmilieu, Vol. 6 (1995), 335-347
Fire attack on concrete columns and design rules under fire conditions, J.-C. Dotreppe & J.-M. Franssen, Symp. on Cpt. and Exp. Meth. in Mech. and Thermal Engng, E. Dick, P. De Baets and R. Sierens ed., Gent (1998), 219-223
Immeubles de très grande hauteur: un défi pour l'ingénieur, J.-M. Franssen, Infrastructuur in het Leefmilieu, Vol. 2 (1998), 124-148
Eclatement du béton en cas d'incendie, J.-C. Dotreppe et J.-M. Franssen, Journée belge du béton, (1998), 6-10
User Manual for SAFIR A Computer Program for Analysis of Structures at Elevated Temperature Conditions , D. I. Nwosu, V. K. R. Kodur, J.-M. Franssen & J. K. Hum, National Research Council Canada, int. Report 782 (1999), pp 69
Encurvadura Lateral de Vigas Metalicas Sujeitas à Acçao do Fogo - Estudo Numerico e Experimental , P. M. M. Vila Real, P. A. G. Piloto, J.-M. Franssen, M. A. P. Vaz, F. M. F. Oliveira, Mecânica experimental, ISSN-122 922, n°4, 1999, 31-39
Modelaçao numérica do comportamento de uma estrutura metalica sujeita à acçao do fogo – Analise de varios cenarios de incëndio , P. M. M. Vila Real, P. A. G. Piloto, J.-M. Franssen, Revista Portuguesa de engenharia de estruturas, N° 47 (2000), 23-33
Verificarea unei structuri metalice pentru depozitare paletizata la actiunea focului, R. Zaharia & J.-M. Franssen, Zilele Academice Timisorene Editia VII - Buletinul Stiintific al Universitatii “Politehnica”din Timisoara, Tom 46 (60) ISSN 1224-6026, 2001, p. 288-298
3. LECTURE NOTES
Effets d'un impact sur les matériaux et les éléments de construction (Effects of an impact on building structures and materials), (1985), in collaboration with J.C. Dotreppe, pp. 34
Béton renforcé de fibres d'acier (Steel fibre reiforced concrete)- chapt. II of book 4 on reinforced concrete), (1989), pp. 24
Glass Fibre Reinforced Cement, (1991), pp. 11
Réhabilitation des structures incendiées (rehabilitation of buildings after a fire), (1991), pp. 12
Calcul organique - Contraintes normales (design of sections submitted to longitudinal stresses), Chapt. 2 of the book on reinforced concrete, in collaboration with A. Bruls, (1993), pp. 83
Analyse globale d'une structure : Logiciel Safir (Global analysis of a structure – Software SAFIR), Chapt. 5 of the lecture "fire resistance of structures", given to the fire officers, (1998), pp. 16.
Constructions en bois (Timber structures), GCIV165-0 (from 1998 to 2004), pp. 101.
Résistance au feu des Constructions. Application des Eurocodes (Fire resistance of buildings. Application of the Eurocodes). Continuous education program for professionals. In cooperation with the Univ. of Gent. Ensured the notes and lectures on Eurocode 1 - Actions (partim), Eurocode 3 - Steel, Eurocode 5 - Timber, and General Calculation Models., 2000.
Fire resistance of timber constructions, in continuous education program for professionals, Catholic Univ. of Leuven (U.C.L.), 2002.
Le calcul au feu des constructions suivant les Eurocodes: Eurocode 3, constructions en acier; Eurocode 5, constructions en bois; modèles de calcul avancés, Cycles Eurocodes, Cobomédia, Bruxelles, avril 2003, Avril 2005.
FIRENET minischool, 3-5 Nov. 2003, London.
Ph. D. THESES (supervisor)
Jean-François CADORIN, Compartment Fire Models for Structural Engineering, 2003.
Christian PEREZ JIMENEZ, Simple numericla model for backdraft risk assessment: feasability study", D.E.A, 2005.
Ph. D. JURY IN FOREIGN COUNTRIES
Didier TALAMONA, Univ. Blaise Pascal, Clermont-Ferrand, France, 20 septembre 1995 (rapporteur du jury). Flambement de poteaux métalliques sous charge excentrée, à haute température.
Grégory Heinfling, INSA de Lyon, France, 14 janvier 1998. Contribution à la modélisation numérique du comportement du béton et des structures en béton armé sous sollicitations thermo-mécaniques à hautes températures.
Dan Pintea, Polytehnica din Timisoara, Roumania, 18 December 1999. Contributii privind calculul rezistentei la foc a constructiilor metalice.
Chongcheng Ma, Helsinki University of Technology, 2000. Fire safety design of composite slim floor structures.
Yao Yao, Nanyang University, Singapore, 2002, Prediction model for fire resistance of reinforced concrete columns.
Christophe Renaud, INSA, Rennes, 10 juillet 2003 (rapporteur du jury). Modélisation numérique, expérimentation et dimensionnement pratique des poteaux mixtes avec profil creux exposés à l'incendie.
Mai Trong Nghia, Hanoi University of Technology, 2004. Analysis of Reinforcement Concrete Plates of the Composite Bridges Taking into iccount the Fissure for Small and Medium Spans.
Arvind Kumar Dwivedi , Indian Institute of Technology Roorkee, 2004 , Thermal Stresses in Concrete Box Girder Bridges.
SCIENTIFIC ADVISORY BOARD
EDITORIAL BOARD
REVIEWER FOR