  | Rajapakse, C., Degée, H., & Mihaylov, B. (July 2024). Experimental Investigation of Dapped Ends with Diagonal Reinforcement. ACI Structural Journal, 121 (4), 35 - 46. doi:10.14359/51740710  Peer Reviewed verified by ORBi |
  | Mordant, C., Degée, H., & Denoël, V. (2017). Identification of equivalent mechanical properties for unreinforced masonry walls. International Journal of Masonry Research and Innovation, 2 (4), 274-299. doi:10.1504/IJMRI.2017.087432 Peer reviewed |
 | Courard, L., Degée, H., & Darimont, A. (October 2014). Effects of the presence of free lime nodules into concrete: experimentation and modelling. Cement and Concrete Research, 64, 73-88. doi:10.1016/j.cemconres.2014.06.005 Peer Reviewed verified by ORBi |
 | Jäger, A., Mendes, L., Degée, H., Mordant, C., & Lu, S. (2014). Rütteltisch-Versuche an Gebäuden aus wärmedämmendem Ziegelmauerwerk. Mauerwerk, 18 (2), 67-77. doi:10.1002/dama.201400610 Peer reviewed |
 | Rossi, B., Degée, H., & Boman, R. (15 September 2013). Numerical simulation of the Roll forming of thin-walled sections and evaluation of corner strength enhancement. Finite Elements in Analysis and Design, 72, 13-20. doi:10.1016/j.finel.2013.04.002 Peer Reviewed verified by ORBi |
 | Degée, H., Rossi, B., & Jehin, D. (April 2011). Geometrically non linear analysis of steel Storage racks submitted to earthquake loading. International Journal of Structural Stability and Dynamics, 11 (5), 949-967. doi:10.1142/S0219455411004415 Peer Reviewed verified by ORBi |
 | Phung Ngoc, D., Degée, H., & Plumier, A. (2010). Behaviour of EMP under shear loadings. Behaviour of EMP under shear loadings- SDSS 2010. Peer reviewed |
 | Phung Ngoc, D., Degée, H., & Plumier, A. (2010). Seismic retrofitting and upgrading reinforced concrete moment resisting frames by using expanded metal shear panels. Seismic retrofitting and upgrading reinforced concrete moment resisting frames by using expanded metal shear panels. Peer reviewed |
 | Rossi, B., Pascon, F., & Degée, H. (December 2009). Enhanced mechanical properties after cold process of fabrication of non-linear metallic profiles. Thin-Walled Structures, 47 (12), 1575-1589. doi:10.1016/j.tws.2009.05.004 Peer Reviewed verified by ORBi |
 | Phung Ngoc, D., Degée, H., & Plumier, A. (2009). Testing of Expanded Metal Sheets under Cyclic Shear Loadings. National Conference of Theoretical and Applied Mechanics. Peer reviewed |
 | Denoël, V., & Degée, H. (2009). Asymptotic expansion of slightly coupled modal dynamic transfer functions. Journal of Sound and Vibration, 328, 1-8. doi:10.1016/j.jsv.2009.08.014 Peer Reviewed verified by ORBi |
 | Rossi, B., Degée, H., & Habraken, A. (February 2008). Analytical formulation for actual mechanical properties of stainless steel structural members. Steel Research International, 79 (2), 265-272. Peer Reviewed verified by ORBi |
 | Degée, H., Detzel, A., & Kuhlmann, U. (2008). Interaction of global and local buckling in welded RHS compression members. Journal of Constructional Steel Research, 64 (7-8), 755-765. doi:10.1016/j.jcsr.2008.01.032 Peer Reviewed verified by ORBi |
 | Boissonnade, N., Degée, H., Naumes, J., & Oppe, M. (2008). Experimental and numerical investigations for I-Girders in bending and shear stiffened by trapezoidal stiffeners. Advanced Steel Construction, 4 (1), 1-13. Peer Reviewed verified by ORBi |
 | Degée, H., Kuhlmann, U., Detzel, A., & Maquoi, R. (2008). Der Einfluss von Imperfektionen in dünnwandigen geschweiBten Rechteckquerschnitten unter Druckbeanspruchung. Stahlbau, 77 (4), 257-265. doi:10.1002/stab.200810037 Peer Reviewed verified by ORBi |
 | Degée, H., Boissonnade, N., & Rossi, B. (June 2007). Local and interactive post-buckling of RHS thin-walled members - Comparing a new special beam finite element with shell FE models. International Journal of Structural Stability and Dynamics, 7 (2), 213-241. doi:10.1142/S0219455407002290 Peer Reviewed verified by ORBi |
 | Denoël, V., & Degée, H. (2006). Influence of the non-linearity of the aerodynamic coefficients on the skewness of the buffeting drag force. Wind and Structures, 9 (6), 457-471. doi:10.12989/was.2006.9.6.457 Peer Reviewed verified by ORBi |
 | Degée, H. (1999). On the analysis of steel structures made of thin-walled members. Acta Polytechnica, 39 (5), 7-14. Peer Reviewed verified by ORBi |
 | Phung Ngoc, D., Degée, H., & Plumier, A. (15 January 2011). SEISMICALLY RETROFITTING AND UPGRADING RC-MRF BY USING EXPANDED METAL PANELS [Paper presentation]. Internal conference of Structural Engineering Sector, B52, Belgium. |
Plumier, A., Degée, H., Dan, D., & Huy, N. Q. (2018). A design method for walls with encased steel profiles. In Hordijk & Lukovic (Eds.), High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium, 2017 (pp. 1067-1076). fib. The International Federation for Structural Concrete. doi:10.1007/978-3-319-59471-2_124 Peer reviewed |
 | Buldgen, L., Degée, H., Lesourne, H., & Rigo, P. (2014). SIMPLIFIED SEISMIC ANALYSIS OF LOCK GATES. In PIANC 2014 Conference (http://www.pianc.org/). PIANC. Peer reviewed |
 | Madouni, L., Bogdan, T., Hannachi, N. E., & Degée, H. (2014). Numerical investigations of the steel-concrete load transfer mechanisms in earthquake resistant hybrid coupled shear walls. Proceedings, Annual Conference - Canadian Society for Civil Engineering. Peer reviewed |
 | Buldgen, L., Degée, H., Le Sourne, H., & Rigo, P. (2014). A Simplified procedure to assess the dynamic pressures on large reservoirs. In Proceedings of the 9th International Conference on Structural Dynamics - EURODYN 2014. Peer reviewed |
 | Degée, H., Mordant, C., Candeias, P., Mendes, L., Campos Costa, A., Coelho, E., Lu, S., & Jaëger, A. (2014). Seismic performances of modern unreinforced thermal insulation clay blocks masonry houses. In Cunha, A, Caetano, E, Ribeiro, P, ... Müller, G (Eds.), Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014 (pp. 323 -328). Peer reviewed |
 | Mordant, C., Dietz, M., & Degée, H. (2013). Experimental tests on the seismic behaviour of unreinforced load-bearing masonry structures. In R. Heuer & C. Adam (Eds.), Proceedings of Vienna Congress on recent advances in earthquake engineering and structural dynamics (VEESD 2013). Peer reviewed |
 | Mordant, C., Vasseur, L., & Degée, H. (2013). Seismic performances of modern unreinforced multi-storey clay masonry buildings based on pushover analysis. In C. Adam, R. Heuer, W. Lenhardt, ... C. Schranz (Eds.), Proceedings of Vienna Congress on recent advances in earthquake engineering and structural dynamics (VEESD 2013) (pp. 241). Peer reviewed |
 | Mordant, C., Dietz, M., & Degée, H. (2013). Shaking table tests on unreinforced load-bearing masonry walls - Comparison with simple rocking models. In M. Papadrakakis, V. Papadopoulos, ... V. Plevris (Eds.), Proceedings of the 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings - An IACM Special Interest Conference (pp. 2849-2865). Peer reviewed |
 | Degée, H., Mordant, C., Lascar, L., & Vasseur, L. (2013). Assessment of the seismic performances of modern unreinforced multi-storey clay masonry buildings. In M. Papadrakakis, V. Papadopoulos, ... V. Plevris (Eds.), Proceedings of the 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings - An IACM Special Interest Conference. Peer reviewed |
 | Rossi, B., Boman, R., & Degée, H. (2011). Effects of the roll forming process on the mechanical properties of thin-walled sections made of non linear metallic materials. In Proceedings of the 6th International Conference on Thin Walled Structures: ICTWS2011, Timisoara 5-7 September 2011 (pp. 633-640). Peer reviewed |
Degée, H., Lebrun, N., & Plumier, A. (2010). Considerations on the design, analysis and performances of eccentrically braced composite frames under seismic action. In Proceedings of the SDSS'Rio 2010 (pp. 337-344). Peer reviewed |
Massena, B., Degée, H., & Bento, R. (2010). Consequences of design choices in direct displacement based design or R.C. frames. In Proceedings of the 14ECEE Conference (pp. 8). Peer reviewed |
Degée, H., & Plumier, A. (2010). On the use of locally composite columns to improve the seismic robustness of reinforced concrete frames. In Proceedings of the 8th Sismica Conference (pp. 12). Peer reviewed |
Degée, H., & Plumier, A. (2010). Contributions to the knowledge about the seismic behaviour of typical Belgian masonry houses. In Proceedings of the 8th International Masonry Conference (pp. 8). Peer reviewed |
Degée, H., & Plumier, A. (2010). An innovative solution to improve the seismic robustness of reinforced concrete frames. In Proceedings of the 14ECEE Conference (pp. 8). Peer reviewed |
Zanon, R., Sommavilla, M., Labory, F., Cajot, L.-G., Plumier, A., Degée, H., Weinand, K., & Oerder, R. (2010). INERD software: a new design tool to improve the robustness of RCMRF under Earthquake loading. In Proceedings of the COST Action C26 Final Conference - Urban Habitat constructions under catastrophic events (pp. 925-930). Peer reviewed |
Massena, B., Bento, R., & Degée, H. (2010). Implications of differents design assumptions in direct displacement-based design of RC frames. In Proceedings of the 8th Sismica Conference (pp. 12). Peer reviewed |
 | Castiglioni, C. A., Carydis, P., Negro, P., Calado, L., Degée, H., & Rosin, I. (2009). Seismic behaviour of steel storage racking systems. In Proceedings of the STESSA 2009 Conference (pp. 757-764). Peer reviewed |
 | Degée, H., & Plumier, A. (2009). Improving the seismic robustness of reinforced concrete frames by using locally hybrid steel-concrete columns. In Proceedings of the STESSA 2009 Conference (pp. 325-330). Peer reviewed |
Degée, H., Dufoing, C., & Jehin, D. (2009). Geometrically non linear dynamic behavior of steel storage racks subjected to earthquake loading. In Proceedings of the ESMC 2009 Conference. Peer reviewed |
 | Plumier, A., & Degée, H. (2009). Etude pilote relative à l'évaluation du risque sismique pour la ville de Liège. In Actes des journées APS-AFPS 2008. Peer reviewed |
Degée, H., & Denoël, V. (2009). Dynamic interaction between merchandizes and supporting structure in steel storage racking systems. In Proceedings of the COMPDYN 2009 Conference (pp. 8). Peer reviewed |
 | Plumier, A., Lequesne, C., Degée, H., Bannister, A., & Hoelbling, W. (2009). Behavior of heavy sections welded moment connections. In Proceedings of the STESSA 2009 Conference (pp. 27-31). Peer reviewed |
 | Denoël, V., & Degée, H. (2008). Comparison of parametric excitation and excitation of an elastic stay cable. In Proceedings of the 7th European Conference on Structural Dynamics (pp. 11). Peer reviewed |
Rossi, B., & Degée, H. (2008). On the design of ferritic stainless steel lipped channel. In International Conference on Coupled instabilities in metal structures: CIMS2008, Sydney 23-25 June 2008 (pp. 209-216). Peer reviewed |
 | Degée, H., & Denoël, V. (2008). Rocking behaviour of prefabricated concrete frames subjected to earthquake action. In Proceedings of ACOMEN 2008, Advanced Computational Methods in Engineering. Peer reviewed |
 | Camelbeeck, T., Degée, H., Wilquin, H., Sabbe, A., & Barszez, A.-M. (2008). Seismic risk in Belgium for ordinary buildings: methodological aspects and study cases. In Proceedings of the Conference "Seismi Risk - Earthquakes in North-Western Europe" (pp. 281-291). Peer reviewed |
 | Degée, H., Bento, R., & Massena, B. (2008). Assessment of existing formulas for equivalent damping to use in direct displacement-based design. In Proceedings of the 14th World Conference on Erthquake Engineering (pp. 8). Peer reviewed |
 | Degée, H., Denoël, V., Candeias, P., Campos Costa, A., & Coelho, E. (2008). Experimental investigations on non-engineered masonry houses in low to moderate seismicity areas. In Proceedings of the 14WCEE, 14th World Conference on Earthquake Engineering (pp. 8). Peer reviewed |
 | Degée, H., Boissonnade, N., & Maquoi, R. (2008). Numerical investigations on web panels stiffened by one or two trapezoidal stiffeners. In Proceedings of the 5th International Conference on Coupled Instabilities in Metal Structures (pp. 325-332). Peer reviewed |
 | Degée, H., & Denoël, V. (2008). Seismic behaviour of storage racks made of thin-walled steel members. In Proceedings of the 7th European Conference on Structural Dynamics (pp. 12). Peer reviewed |
 | Degée, H., & Plumier, A. (2008). Background considerations on masonry structures for the preparation of the Belgian national annex to Eurocode 8. In Proceedings of the Conference "Seismic Risk - Earthquake in North-Western Europe" (pp. 241-248). Peer reviewed |
Rossi, B., & Degée, H. (2008). Compression tests and numerical simulations of thin-walled stainless steel columns. In International Conference on Coupled instabilities in metal structures: CIMS2008, Sydney 23-25 June 2008. Peer reviewed |
 | Degée, H., Kuhlmann, U., Maquoi, R., & Detzel, A. (2007). Compression members with class 4 box cross sections susceptible to combined local and global buckling for use in steel arch bridges. In Proceedings of the IABSE Symposium "Improving infrastructures..." (pp. 8). Peer reviewed |
 | Degée, H., Bento, R., & Massena, B. (2007). Investigation on the equivalent viscous damping in direct displacement-based design. In Proceedings of the Congress SISMICA - 7º CONGRESSO DE SISMOLOGIA E ENGENHARIA SÍSMICA (pp. 12). Peer reviewed |
 | Degée, H., & Denoël, V. (2007). Numerical modelling of storage racks subjected to earthquake. In Proceedings of COMPDYN 07, Conference on Computational Dynamics (pp. 11). Peer reviewed |
 | Feldmann, M., Naumes, J., Oppe, M., Boissonnade, N., Degée, H., & Maquoi, R. (2007). Experimental and numerical investigations for I-girders in bending and shear stiffened by closed trapezoidal stiffeners for use in steel bridges. In Proceedings of the IABSE Symposium "Improving infrastructures..." (pp. 8). Peer reviewed |
 | Thomas, G., Degée, H., Maquoi, R., & Boissonnade, N. (2007). Design of steel I-girders in bending and shear stiffened by one or two trapezoidal longitudinal stiffeners. In Proceedings of the 5th Conference on Advances in Steel Structures (pp. 353-358). Peer reviewed |
 | Degée, H., Denoël, V., Candeias, P., Campos Costa, A., & Coelho, E. (2007). Experimental investigation on the seismic behaviour of north European masonry houses. In Proceedings of SISMICA 07, Sismic Congress (pp. 12). Peer reviewed |
 | Degée, H., Bento, R., & Massena, B. (2007). Amortissement visqueux à utiliser pour un dimensionnement direct basé sur les déplacements. In Actes du 7ème colloque de l'AFPS (pp. 8). Peer reviewed |
 | Degée, H., Plumier, A., & Doneux, C. L. (2006). Practical use of dissipative connections in high rise frames with concentric bracings. In Proceedings of the ICMS Conference (pp. 475-480). Peer reviewed |
 | Degée, H., & Denoël, V. (2006). An investigation on the sliding of pallets on storage racks subjected to earthquake. In Proceedings of the 7th National Congres on Theoretical and Applied Mechanics (pp. 8). Peer reviewed |
 | Degée, H., & Plumier, A. (2006). Guide technique parasismique belge - Fondements théoriques et expérimentaux. In Actes du Colloque "Evaluation et prévention du risque sismique en Région Wallonne" (pp. 79-87). Peer reviewed |
 | Degée, H., Doneux, C. L., & Plumier, A. (2006). Ductility of encased composite columns. In Proceedings of the ICMS Conference (pp. 397-403). Peer reviewed |
 | Denoël, V., Degée, H., & De Ville De Goyet, V. (2006). Importance of modal cross-correlations on wind loaded structures. In Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management (pp. 8). doi:10.1201/b18175-159 Peer reviewed |
 | Kuhlmann, U., Detzel, A., & Degée, H. (2006). Coupled instabilities of steel box sections. In Proceddings of the 6th European Solid Mechanics Conference ESMC 2006. Peer reviewed |
 | Boissonnade, N., & Degée, H. (2006). A non-linear 3D beam finite element for the study of steel frames with tapered members. In C. A. Mota Soares (Ed.), Proceedings of the 3rd European Conference on Computational Mechanics, Solids, Structures and Coupled Problems in Engineering (pp. 18). Peer reviewed |
 | Degée, H., & Boissonnade, N. (2006). Interactive buckling of thin-walled rectangular hollow sections - a comparison between beam models and shell finite elements. In C. A. Mota Soares (Ed.), Proceedings of the 3rd European Conference on Computational Mechanics, Solids, Structures and Coupled Problems in Engineering (pp. 11). Peer reviewed |
 | Degée, H., Doneux, C. L., & Plumier, A. (2006). Ductility of fully encased composite columns used to obviate soft storey mechanisms in reinforced concrete frames. In Mazzolani & Wada (Eds.), Proceedings of the STESSA Conference (pp. 599-604). London, United Kingdom: Taylor & Francis Group. Peer reviewed |
 | Kuhlmann, U., Degée, H., & Detzel, A. (2006). Interaction of global and local buckling of compression members with welded box cross section. In D. Camotim (Ed.), Proceedings of the SDSS Conference (STABILITY AND DUCTILITY OF STEEL STRUCTURES) (pp. 275-281). Peer reviewed |
 | Plumier, A., & Degée, H. (2006). Prévention - normes de construction - Introduction à l'Eurocode 8 et à son annexe nationale belge. In Actes du Colloque "Evaluation et prévention du risque sismique en Région Wallonne" (pp. 133-136). Peer reviewed |
 | Boissonnade, N., & Degée, H. (2006). A new spatial thin-walled beam finite element for tapered members. In Proceedings of the National Conference on Theoretical and Applied Mechanics (pp. 7). Peer reviewed |
 | Degée, H., & Plumier, A. (2006). Experimental investigation on the seismic behaviour of masonry housing in low seismicity areas. In Proceedings of the 1st European Conference on Earthquake Engineering and Seismology (pp. 10). Peer reviewed |
 | Boissonnade, N., Degée, H., Naumes, J., & Oppe, M. (2006). Experimental and numerical investigations for I-girders in bending and shear stiffened by closed trapezoidal stiffeners. In Proceedings of the ICMS Conference (pp. 275-280). Peer reviewed |
 | Denoël, V., & Degée, H. (2006). A simplified method to account for the non linearity of aerodynamic coefficients in the analysis of wind-loaded bridges. In Proceedings of the 7th National Congres on Theoretical and Applied Mechanics (pp. 7). Peer reviewed |
 | Denoël, V., & Degée, H. (2006). Non Gaussian Response of Bridges Subjected to Turbulent Wind – Effect of the non Linearity of Aerodynamic Coefficients. In Proceedings of the 3rd European Conference on Computational Solid and Structural Mechanics (pp. 14). Peer reviewed |
 | Doneux, C. L., Plumier, A., & Degée, H. (2006). Advantages of using dissipative connections in the diagonals of high rise concentric braced frames. In Mazzolani & Wada (Eds.), Proceedings of the STESSA Conference (pp. 677-682). London, United Kingdom: Taylor & Francis Group. Peer reviewed |
 | Degée, H., Doneux, C. L., & Plumier, A. (2006). Proposals for better seismic resistance masonry housing and validation by shaking table tests. In Proceedings of the National Conference on Theoretical and Applied Mechanics (pp. 8). Peer reviewed |
 | Lequesne, C., Plumier, A., Degée, H., & Habraken, A. (2006). Numerical study of the fatigue crack in welded beam-to-column connection using cohesive zone model. In Proceedings of the International Conference on Fracture and Damage Mechanics V (pp. 847-850). Uetikon-Zuerich, Switzerland: Trans Tech Publications. Peer reviewed |
 | Boissonnade, N., & Degée, H. (2005). Analysis of tapered steel frames using beam elements and comparison with shell elements. In Proceedings of the 4th European Conference on Steel Structures (pp. 1.4.33-40). Peer reviewed |
 | Denoël, V., & Degée, H. (2005). Estimations of the Influence of the Non-Linearity of the Aerodynamic Coefficients on the Skewness of the Loading. In Proceedings of the 6th Asia-Pacific Conference on Wind Engineering. Techno-Press. Peer reviewed |
 | Mathonet, V., Degée, H., Habraken, A., Tossings, P., & Delhez, E. (2004). Structural optimisation of steel frames for industrial applications. In Proceedings of the Inverse Problems Design and Optimization Symposium. Peer reviewed |
 | Degée, H., & Boissonnade, N. (2004). An investigation on the use of GBT for the study of profiles with branched cross section. In Proceedings of the Fourth International Conferences on Coupled Instabilities in Metal Structures (pp. 423-434). Peer reviewed |
 | Denoël, V., & Degée, H. (2002). Analysis of linear structures with non linear dampers. In Proceeding of the Eurodyn Conference 2002. Peer reviewed |
 | André, I., Degée, H., De Ville De Goyet, V., & Maquoi, R. (2002). Effect of initial imperfections in numerical simulations of collapse behaviour of stiffened plates under compression. In Proceedings of the Third European Conference on Steel Structures (pp. 503-512). Peer reviewed |
 | Kaiser, F., & Degée, H. (2002). A concrete beam finite element accounting for shear effects. In Proceedings of the 3rd DIANA Conference - Finite Elements in Civil Engineering Applications (pp. 535-537). Peer reviewed |
 | Degée, H. (2002). A steel beam element accounting for the cross section deformation. In Proceedings of the 3rd DIANA World Conferences - Finite Elements in Civil Engineering Applications (pp. 541-543). Peer reviewed |
 | Degée, H. (2001). Modified beam elements - an efficient alternative to plate finite elements for modelling the behaviour of thin-walled steel structures. In Proceedings EPMESC VIII (International Conference on Enhancement and Promotion of Computational Methods in Engineering and Sciences (pp. 8). Peer reviewed |
 | Degée, H. (2001). Modelling of the behaviour of a thin-walled channel cross section, using beam finite elements. In Proceedings of the Third International Conference on Thin-Walled Structures (pp. 171-178). Peer reviewed |
 | Degée, H. (2000). A new plane beam finite element including local buckling. In Proceedings of the International Conference on Steel Structures of the 2000's (pp. 245-250). Peer reviewed |
 | Degée, H. (2000). Coupling between local and overall buckling using beam elements. In Proceedings of the Third International Conference on Coupled Instabilities in Metal Structures (pp. 97-104). Peer reviewed |
 | Degée, H. (1999). Proposals for a modified beam finite element embedding the deformation of the cross section. In Proceedings of the SDSS '99 Conferences (Stability and Ductility of Steel Structures) (pp. 119-125). Peer reviewed |
 | Degée, H. (1999). On the analysis of steel structures made of thin-walled members. In Proceedings of the EUROSTEEL '99 Conference (pp. 99-102). Peer reviewed |
Lamair, L., Degée, H., Hubert, A., Dessales, H., De Sigoyer, J., Pamir, H., & Karabacak, V. (August 2014). HARBIYE AQUEDUCT: A RECORD OF PAST EARTHQUAKES [Poster presentation]. The Second European Conference on Earthquake Engineering and Seismology (2ECEES), Istanbul, Turkey. |
Kuhlmann, U., Braun, B., Feldmann, M., Naumes, J., Martin, P. O., Galea, Y., Johansen, B., Collin, P., Eriksen, J., Degée, H., Hausoul, N., Chica, J., Raoul, J., Davaine, L., & Petel, A. (2008). COMBRI Design Manual - Part I: Application of Eurocode rules - Part II: State-of-the-Art and Conceptual Design of Steel and Composite Bridges. |
Camelbeeck, T., Degée, H., Degrande, G., & Sabbe, A. (2008). Seismic risk - Earthquakes in North-Westerne Europe. éditions de l'Université de Liège. |
Plumier, A., & Degée, H. (Eds.). (2023). Design of Hybrid Structures. (Première édition). Boca Raton, United States: CRC Press. doi:10.1201/9781003149811 Editorial reviewed Dataset: 10.1201/9781003149811 |
 | Mordant, C., Dietz, M., Taylor, C., & Degée, H. (2015). Seismic Behaviour of Thin-Bed Layered Unreinforced Clay Masonry Frames with T- or L-Shaped Piers. In F. Taucer & R. Apostolska (Eds.), Experimental Research in Earthquake Engineering - EU-SERIES Concluding Workshop (pp. 269-293). Springer. doi:10.1007/978-3-319-10136-1_17 Peer reviewed |
 | Mordant, C., Dietz, M., Taylor, C., Plumier, A., & Degée, H. (2014). Seismic behavior of Thin-Bed Layered Unreinforced Clay Masonry Shear Walls Including Soundproofing Elements. In A. Ilki & M. Fardis (Eds.), Seismic Evaluation and Rehabilitation of Structures, Geotechnical, Geological and Earthquake Engineering 26 (pp. 77-93). Switzerland: Springer. doi:10.1007/978-3-319-00458-7_6 Peer reviewed |
Degée, H. (2000). Contribution à la prise en compte de la déformabilité de la section droite dans un élément fini de type poutre [Doctoral thesis, Université de Liège Faculté des Sciences Appliquées]. ORBi-University of Liège. https://orbi.uliege.be/handle/2268/32534 |
 | Courard, L., Darimont, A., & Degée, H. (2010). Evaluation de l'effet de la présence de nodules de chaux dans les bétons - Rapport détaillé. (Rapport scientifique et technique - Rapport détaillé). Seilles, Belgium: Carmeuse S.A. https://orbi.uliege.be/handle/2268/79054 |
 | Courard, L., Darimont, A., & Degée, H. (2010). Evaluatie van de gevolgen van de aanwezigheid van kalknodules in beton - Gedetailleerd verslag. (Wetenschappelijk en technisch verslag - Gedetailleerd verslag). Seilles, Belgium: Carmeuse S.A. https://orbi.uliege.be/handle/2268/79057 |
 | Courard, L., Darimont, A., & Degée, H. (2010). Evaluation de l'effet de la présence de nodules de chaux dans les bétons - Rapport complémentaire. (Rapport complémentaire (1)). Seilles, Belgium: Carmeuse S.A. https://orbi.uliege.be/handle/2268/79060 |
 | Courard, L., Darimont, A., & Degée, H. (2010). Evaluation de l'effet de la présence de nodules de chaux dans les bétons - Conclusions. (Rapport scientifique et technique - Conclusions). Seilles, Belgium: Carmeuse S.A. https://orbi.uliege.be/handle/2268/79055 |
 | Courard, L., Darimont, A., & Degée, H. (2010). Evaluatie van de gevolgen van de aanwezigheid van kalknodules in beton - Besluiten. (Wetenschappelijk en technisch verslag - Besluiten). Seilles, Belgium: Carmeuse S.A. https://orbi.uliege.be/handle/2268/79058 |
Plumier, A., & Degée, H. (2011). Conception parasismique dans le contexte de l’Eurocode 8. (ULiège - Université de Liège, Belgium, Cours GCIV2042-1 Conception de bâtiments en situation de risques majeurs Cours GCIV2050 Sollicitations accidentelles et exceptionnelles). |
 | Phung Ngoc, D., Degée, H., & Plumier, A. (2010). Etude expérimentale de la résistance de panneaux de metal déployé soumis à des solicitations cycliques de cisaillement. Experimental Study of the Resistance of Expanded Metal Panels Submitted to Cyclic Shear Tests. |
Mordant, C., Degée, H., Dietz, M., & Taylor, C. (2012). Experimental data of shake table tests performed on unreinforced load-bearing clay masonry walls including specific details. |
Courard, L., Darimont, A., & Degée, H. (2011). Eclatement du béton dû à granulats contaminés à la chaux vive. Beton, 209 (janvier), p. 32-37. |
 | Mordant, C., Dietz, M., Vasseur, L., & Degée, H. (2013). Seismic behaviour of L- and T-shaped unreinforced masonry shear walls [Paper presentation]. SERIES Concluding Workshop - Joint with US-NEES "Earthquake Engineering Research Infrastructures", Ispra, Italy. |
 | Mendes, L., Candeias, P., Campas Costa, A., Coelho, E., Lu, S., Jäger, A., Degée, H., Mordant, C., Sendova, V., Rakicevic, Z., & Tomazevic, M. (2013). Full scale testing of modern unreinforced thermal insulation clay block masonry houses [Paper presentation]. SERIES Concluding Workshop - Joint with US-NEES "Earthquake Engineering Research Infrastructures", Ispra, Italy. |
