Publications et communications de Thomas Gernay

LégendeIndices bibliométriques liés à la revue (pour celles dont l'ISSN a été indiqué par l'auteur) IF = Impact factor Thomson ISI. Sont indiqués : IF de l’année de publication et IF de la dernière édition du JCR (last), « ? » si pas encore connu d'ORBi ; « - »  si inexistant. IF5 : idem que IF mais pour une période de 5 ans (nouvel indice depuis 2009). EigenF = EigenFactor (voir : http://www.eigenfactor.org/). Article Infl. = Article Influence : EigenFactor divisé par le nombre d’articles publiés dans cette revue. En savoir plus ? http://orbi.ulg.ac.be/rpt#revIndices bibliométriques liés à l'article ORBi viewed = nombre total de visualisations de la référence sur ORBi (dont X en interne à ULg). ORBi downloaded = nombre total de téléchargements du texte intégral via ORBi, y compris tirés à part. SCOPUS® = nombre de citations du document repérées par SCOPUS®. En savoir plus ? http://orbi.ulg.ac.be/rpt#art(Avertissement : en fonction des disciplines, certains indicateurs bibliométriques peuvent ne pas se révéler pertinents)__________________________________ , , etc: texte intégral du document disponible en Open Access , , etc: texte intégral du document disponible en accès restreint Peer reviewed (vérifié par ORBi) : l'information est présente dans la base ORBi des périodiques

1. Thèses et mémoires

1.b. Thèses de doctorat

Gernay, T. (2012). A multiaxial constitutive model for concrete in the fire situation including transient creep and cooling down phases. Unpublished doctoral thesis, Université de Liège, ​​Belgium.
Jury: Franssen, J.-M. (Promotor), Charlier, R., Dotreppe, J.-C., Collin, F., Taerwe, L., Millard, A., & Carol, I.
ORBi viewed: 208 (53 ULg) ; downloaded: 251 (23 ULg) — SCOPUS®: -

1.c. Mémoires de second cycle (licence, master, DES, DEA)

Gernay, T. (2009). Aménagement de la voie navigable "Seine-Escaut Est" : Conception et calcul des portes aval des écluses de Marchienne-au-Pont, Gosselies, Viesville et Obourg. Unpublished master thesis, Université de Liège.
Jury: Rigo, P. (Promotor), Bolle, A., Courard, L., Counasse, C., & Pirotton, M.
ORBi viewed: 233 (35 ULg) ; downloaded: 280 (17 ULg) — SCOPUS®: -

3. Articles dans des revues scientifiques avec peer reviewing

3.a. À portée internationale

En tant que premier ou dernier auteur

Gernay, T., & Franssen, J.-M. (2015). A performance indicator for structures under natural fire. Engineering Structures, 100, 94-103.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 27 (4 ULg) ; downloaded: 1 (1 ULg) — SCOPUS®: -
IF 2015: ?; last: 1.838; IF5: 2.152 — EigenF 2015: ?; last: 0.0250 — Article Infl. 2015: ?; last: 0.8682
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: 69 (24 ULg) ; downloaded: 25 (10 ULg) — SCOPUS®: 0
IF 2015: ?; last: 0.957; IF5: 1.681 — EigenF 2015: ?; last: 0.0035 — Article Infl. 2015: ?; last: 0.6002
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: 104 (31 ULg) ; downloaded: 129 (16 ULg) — SCOPUS®: 2
IF 2013: 2.035; last: 2.214; IF5: 2.483 — EigenF 2013: 0.0256; last: 0.0256 — Article Infl. 2013: 0.9152; last: 0.9152
Gernay, T. (2013, August). Recent PhD Abstract: A multiaxial constitutive model for concrete in the fire situation including transient creep and cooling down phases. Structural Engineering International, (3).
Peer reviewed
ORBi viewed: 86 (10 ULg) ; downloaded: 7 (6 ULg) — SCOPUS®: -
IF 2013: 0.342; last: 0.414; IF5: - — EigenF: — Article Infl.:
Gernay, T., & Dimia, M. S. (2013). Structural Behaviour of Concrete Columns under Natural Fires. Engineering Computations, 30(6), 854 - 872.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 139 (48 ULg) ; downloaded: 50 (12 ULg) — SCOPUS®: 1
IF 2013: 1.206; last: 1.495; IF5: 1.598 — EigenF 2013: 0.0020; last: 0.0020 — Article Infl. 2013: 0.5304; last: 0.5304
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: 185 (46 ULg) ; downloaded: 37 (8 ULg) — SCOPUS®: 6
IF 2012: 1.222; last: 0.957; IF5: 1.681 — EigenF 2012: 0.0034; last: 0.0035 — Article Infl. 2012: 0.6062; last: 0.6002
Gernay, T. (2012). Effect of Transient Creep Strain Model on the Behavior of Concrete Columns Subjected to Heating and Cooling. Fire Technology, 48(2), 313-329.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 172 (62 ULg) ; downloaded: 97 (18 ULg) — SCOPUS®: 6
IF 2012: 0.695; last: 1.297; IF5: 1.206 — EigenF 2012: 0.0009; last: 0.0010 — Article Infl. 2012: 0.3333; last: 0.3196
Gernay, T., & Rigo, P. (2010). Analysis of ship impact on lock gates - Seine-Escaut Est waterway. Mathematical Modelling in Civil Engineering, 6(4), 43-55.
Peer reviewed
ORBi viewed: 154 (42 ULg) ; downloaded: 129 (12 ULg) — SCOPUS®: -
Gernay, T. (2010, October). Optimization and analysis of lock gates in the framework of the "Seine-Escaut Est" waterway upgrading. Bulletin of the Permanent International Association of Navigation Congresses, (141), 11-26.
Peer reviewed
ORBi viewed: 75 (35 ULg) ; downloaded: 88 (13 ULg) — SCOPUS®: -

En tant que co-auteur

Chu, T. B., Gernay, T., Dotreppe, J.-C., & Franssen, J.-M. (in press). 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.
Peer reviewed
ORBi viewed: 23 (3 ULg) ; downloaded: 0 — SCOPUS®: -
IF last: 1.658; IF5: 0.927 — EigenF last: 0.0004 — Article Infl. last: 0.1144
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: 167 (26 ULg) ; downloaded: 3 (3 ULg) — SCOPUS®: 0
IF 2013: 0.719; last: 0.964; IF5: 0.922 — EigenF 2013: 0.0006; last: 0.0006 — Article Infl. 2013: 0.2184; last: 0.2184
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: 69 (29 ULg) ; downloaded: 5 (5 ULg) — SCOPUS®: 4
IF 2012: 0.609; last: 0.494; IF5: 0.553 — EigenF 2012: 0.0012; last: 0.0008 — Article Infl. 2012: 0.4457; last: 0.3046
Vassart, O., Bailey, C. G., Hawes, M., Nadjai, A., Simms, W. I., Zhao, B., Gernay, T., & Franssen, J.-M. (2011). Large-Scale Fire Test of Unprotected Cellular Beam Acting in Membrane Action. Journal of Structural Fire Engineering, 2(4), 259-268.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 78 (32 ULg) ; downloaded: 5 (3 ULg) — SCOPUS®: 4
Dimia, M. S., Guenfoud, M., Gernay, T., & Franssen, J.-M. (2011). Collapse of concrete columns during and after the cooling phase of a fire. Journal of Fire Protection Engineering, 21(4), 245–263.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 175 (44 ULg) ; downloaded: 13 (8 ULg) — SCOPUS®: 2
IF 2011: 0.192; last: 0.385; IF5: 0.477 — EigenF 2011: 0.0002; last: 0.0002 — Article Infl. 2011: 0.1937; last: 0.2523

6. Chapitres et parties d’ouvrages collectifs

6.a. Chapitres

Franssen, J.-M., & Gernay, T. (2013). Resistencia al fuego de armaduras de acero inoxidable. In D. M., Bastidas & E., Medina Sanchez (Eds.), Armaduras de Acero Inoxidable (1st ed, pp. 149-166). Madrid, Spain: CEDINOX.
ORBi viewed: 59 (6 ULg) ; downloaded: 0 — SCOPUS®: -
Gernay, T. (2011). Nonlinear numerical analysis of ship impact on lock gates. In Van Schel, L (Ed.), PIANC Yearbook 2010 (pp. 117-121). Brussels, Belgium: PIANC.
ORBi viewed: 57 (20 ULg) ; downloaded: 38 (6 ULg) — SCOPUS®: -

8. Conférences scientifiques dans des universités et centres de recherche

Gernay, T. (2015, March 06). Building Structures in Fire: Insights from Numerical Models. Paper presented at Fulbright Outreach Lecture, San Juan, Puerto Rico.
ORBi viewed: 12 (3 ULg) ; downloaded: 1 (1 ULg) — SCOPUS®: -
Gernay, T. (2014, October 21). A model for concrete in the fire situation and its application in structural fire engineering. Paper presented at Princeton University Brown Bag Seminar, Princeton, USA.
ORBi viewed: 20 (5 ULg) ; downloaded: 1 (1 ULg) — SCOPUS®: -
Gernay, T. (2014, March 14). L'étude du béton dans le cadre de la sécurité incendie. Paper presented at Cérémonie de remise des Prix AILg 2013, Liège, Belgique.
ORBi viewed: 9 ; downloaded: 0 — SCOPUS®: -
Gernay, T. (2012, November 29). New developments in SAFIR 2013 - New concrete models. Paper presented at Secure With Steel annual meeting, Brussels, Belgium.
ORBi viewed: 53 (1 ULg) ; downloaded: 87 (2 ULg) — SCOPUS®: -
Gernay, T. (2012, April 26). Modeling the mechanical behavior of concrete in the fire situation. Paper presented at Francqui Chair ULg 2011-2012 by Geert De Schutter, Liege, Belgium.
ORBi viewed: 25 (12 ULg) ; downloaded: 1 (1 ULg) — 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: 58 (1 ULg) ; downloaded: 60 — 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: 52 (2 ULg) ; downloaded: 51 (1 ULg) — 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: 64 (6 ULg) ; downloaded: 56 (1 ULg) — SCOPUS®: -
Gernay, T. (2011, March 18). Development of Multiaxial Constitutive Relationships for Concrete. Paper presented at Internal Seminar SE, Liege, Belgium.
ORBi viewed: 48 (16 ULg) ; downloaded: 6 (3 ULg) — SCOPUS®: -
Gernay, T., Millard, A., & Franssen, J.-M. (2011, March 03). Développement d'un modèle constitutif multiaxial de béton. Paper presented at Réunion de laboratoire au CEA, Saclay, France.
ORBi viewed: 52 (24 ULg) ; downloaded: 2 — SCOPUS®: -

9. Colloques et congrès scientifiques

9.a. Sur invitation

À portée internationale

Gernay, T. (2010, May 10). De Paepe-Willems Award 2010: Optimization and analysis of lock gates in the framework of the Seine-Escaut Est waterway upgrading. Paper presented at PIANC Annual General Assembly, Liverpool, United Kingdom.
Peer reviewed
ORBi viewed: 31 (15 ULg) ; downloaded: 13 (6 ULg) — SCOPUS®: -
Rigo, P., & Gernay, T. (2009). Lock gates - Part B: Ship impact. PIANC International Workshop, 15-16 October 2009, Edt. Ph Rigo, PIANC, Brussels (pp. 25).
Peer reviewed
ORBi viewed: 162 (65 ULg) ; downloaded: 159 (22 ULg) — SCOPUS®: -

9.b. Sur proposition personnelle

Publiées

À portée internationale
Avec peer reviewing
Franssen, J.-M., Zhao, B., & Gernay, T. (2014). Experimental tests and numerical modelling on eight slender steel columns under increasing temperatures. In G. Q., Li, S. C., Jiang, S., Chen, V., Kodur, J., Jiang, & G. B., Lou (Eds.), Progress on Safety of Structures in Fire (pp. 19-24). Shanghai, Chine: Tongji University Press.
Peer reviewed
ORBi viewed: 126 (18 ULg) ; downloaded: 59 (3 ULg) — SCOPUS®: -
Franssen, J.-M., Cowez, B., & Gernay, T. (2014). Effective stress method to be used in beam finite elements to take local instabilities into account. Proceedings of the 11th IAFSS Symposium.
Peer reviewed
ORBi viewed: 84 (14 ULg) ; downloaded: 4 (3 ULg) — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2013). A multiaxial constitutive model for concrete in the fire situation. Proceedings of the 13th Fire and Materials Conference (pp. 149-161). London, UK: Interscience Communications Ltd.
Peer reviewed
ORBi viewed: 180 (33 ULg) ; downloaded: 204 (7 ULg) — SCOPUS®: 0
Zaharia, R., & Gernay, T. (2012). Validation of the Advanced Calculation Model SAFIR Through DIN EN 1991-1-2 Procedure. Proceedings of the 10th International Conference ASCCS 2012.
Peer reviewed
ORBi viewed: 139 (14 ULg) ; downloaded: 8 (1 ULg) — SCOPUS®: -
Gernay, T., & Millard, A. (2012). A multiaxial concrete model for applications in structural fire engineering. In M., Fontana, A., Frangi, & M., Knobloch (Eds.), Proceedings of the 7th International Conference on Structures in Fire (pp. 531-540). Zurich, Switzerland: ETH Zurich.
Peer reviewed
ORBi viewed: 97 (22 ULg) ; downloaded: 108 (3 ULg) — SCOPUS®: -
Gernay, T., & Dimia, M. S. (2011). Structural Behavior of Concrete Columns under Natural Fires including Cooling Down Phase. In H., Barros, R., Faria, C., Pina, & C., Ferreira (Eds.), Proceedings of The International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications (pp. 637-656). Portugal: RAGRAF.
Peer reviewed
ORBi viewed: 71 (19 ULg) ; downloaded: 169 (6 ULg) — SCOPUS®: -
Zaharia, R., Duma, D. M., Vassart, O., Gernay, T., & Franssen, J.-M. (2011). Simplified Fire Design for Slim Floor Beams. In L., Dunai (Ed.), Proceedings of the 6th European Conference on Steel and Composite Structures (pp. 1539-1544). Brussels, Belgium: ECCS European Convention for Constructional Steelwork.
Peer reviewed
ORBi viewed: 72 (17 ULg) ; downloaded: 0 — 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: 651 (13 ULg) ; downloaded: 140 (3 ULg) — 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, UK: Interscience Communications Ltd.
Peer reviewed
ORBi viewed: 195 (47 ULg) ; downloaded: 619 (12 ULg) — SCOPUS®: 3
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: 142 (38 ULg) ; downloaded: 450 (6 ULg) — SCOPUS®: 6
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: 157 (24 ULg) ; downloaded: 191 (4 ULg) — SCOPUS®: 0
Vassart, O., Bailey, C. G., Hawes, M., Nadjai, A., Simms, W. I., Zhao, B., Gernay, T., & Franssen, J.-M. (2010). Large-scale fire test of unprotected cellular beam acting in membrane action. In J.-M., Franssen & V., Kodur (Ed.), Proceedings of the Sixth International Conference Structures in Fire (pp. 398-406). Lancaster, PA, USA: DEStech Publications, Inc.
Peer reviewed
ORBi viewed: 126 (19 ULg) ; downloaded: 131 (3 ULg) — SCOPUS®: 3

Communications uniquement orales ou poster

À portée internationale
Gernay, T., Elhami Khorasani, N., & Garlock, M. (2015, June 19). Resiliency of a Community of Buildings to Fire Following Earthquake. Paper presented at Engineering Mechanics Institute Conference, Palo Alto, CA, USA.
Peer reviewed
ORBi viewed: 23 (2 ULg) ; downloaded: 1 — SCOPUS®: -
Sauca, A., Gernay, T., Robert, F., & Franssen, J.-M. (2015, June 18). Characteristics and implementation of Hybrid Fire Testing (HFT). Paper presented at Engineering Mechanics Institute Conference, Palo Alto, CA, U.S.A.
Peer reviewed
ORBi viewed: 22 (6 ULg) ; downloaded: 0 — SCOPUS®: -

11. Rapports

11.a. Rapports de recherche

Externes

Gernay, T. (2015). Round Robin Benchmark on the Vulcain fire tests: Modeling of the Fire Behavior of three Walls. Part II: Mechanical. Belgium: ULg.
ORBi viewed: 21 (3 ULg) ; downloaded: 1 (1 ULg) — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2015). Round Robin Benchmark on the Vulcain fire tests: Modeling of the Fire Behavior of three Walls. Part I: Thermal. ULg.
ORBi viewed: 26 (6 ULg) ; downloaded: 1 (1 ULg) — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2015). Simulation of 5 fire tests on reinforced concrete columns using SAFIR. ULg.
ORBi viewed: 26 (3 ULg) ; downloaded: 0 — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2014). Revision of the tabulated methods of EN1992-1-2 for concrete columns in fire - Part 1. ULg.
ORBi viewed: 29 (8 ULg) ; downloaded: 4 (4 ULg) — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2014). Revision of the tabulated methods of EN1992-1-2 for concrete columns in fire - Part 2. ULg.
ORBi viewed: 24 (9 ULg) ; downloaded: 4 (4 ULg) — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2011). Analysis of the fire resistance of a concrete shell roof structure.
ORBi viewed: 41 (5 ULg) ; downloaded: 2 (2 ULg) — 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: 94 (8 ULg) ; downloaded: 94 (3 ULg) — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2010). FICEB W.P.6 final report: Numerical simulations of the large scale fire test.
ORBi viewed: 238 (6 ULg) ; downloaded: 9 (2 ULg) — SCOPUS®: -
Gernay, T., alonso, A., & Franssen, J.-M. (2010). Preliminary Research Study on the Fire Resistance of Stainless Steel-Reinforced Concrete members. Liege, Belgium: ULg.
ORBi viewed: 51 (6 ULg) ; downloaded: 2 (1 ULg) — SCOPUS®: -
Gernay, T., Demonceau, J.-F., & Franssen, J.-M. (2009). ROBUSTFIRE project: Benchmark study of floor slabs.
ORBi viewed: 85 (16 ULg) ; downloaded: 4 — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2009). Fire resistance of long span cellular beam made of rolled profiles (FICEB) report: Ulster test numerical simulation.
ORBi viewed: 145 (13 ULg) ; downloaded: 4 — SCOPUS®: -

Internes

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: 10 ; downloaded: 0 — 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: 16 ; downloaded: 0 — SCOPUS®: -
Gernay, T., & Franssen, J.-M. (2011). SAFIR Materials Manual - SILCON_ETC, CALCON_ETC.
ORBi viewed: 107 (7 ULg) ; downloaded: 181 (9 ULg) — SCOPUS®: -

14. Allocutions et communications diverses

14.b. Conférences données hors contexte académique

Gernay, T. (2013). Bâtiments et structures: ne jouons pas avec le feu. Paper presented at Ma thèse en 180 secondes. Concours de vulgarisation scientifique, Liege, Belgique.
ORBi viewed: 12 (1 ULg) ; downloaded: 1 — 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: 166 (41 ULg) ; downloaded: 146 (15 ULg) — SCOPUS®: -

14.c. Allocutions diverses

Gernay, T. (2013). Awarding Ceremony McKinsey & Company Scientific Prize: A multiaxial constitutive model for concrete in the fire situation. Paper presented at Scientific Prizes McKinsey & Company 2013, McKinsey & Company Headquarter, Brussels, Belgium.
ORBi viewed: 9 (1 ULg) ; downloaded: 0 — SCOPUS®: -