Demonceau, J.-F., Comeliau, L., Hoang, V. L., & Jaspart, J.-P. (2017). How can a steel structure survive to impact loading? Numerical and analytical investigations. Open Civil Engineering Journal, 11. doi:10.2174/1874149501711010434 Peer reviewed |
Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (November 2016). Use of long bolts for beam-to-concrete-filled rectangular hollow section column joints in seismic-resistant frames. Steel Construction, 9 (4), 305-314. doi:10.1002/stco.201610037 Peer Reviewed verified by ORBi |
Charlier, M., Hanus, F., Vassart, O., Colomer Segura, Hoffmeister, B., Korndörder, J., Demonceau, J.-F., Hoang, V. L., Huvelle, C., Jaspart, J.-P., Hoffmann, N., & Kuhlmann, U. (2016). Design guidlines - Deliverable D.13 - Robustimpact. RFCS. |
Demonceau, J.-F., D'Antimo, M., Huvelle, C., Hamra, L., Hoang, V. L., Jaspart, J.-P., Hoffmann, N., Kuhlmann, U., Vassart, O., Hanus, F., Charlier, M., Guezouli, S., Alhasawi, A., Hjiaj, M., Hoffmeister, B., Korndörfer, J., Colomer Segura, C., Baldassino, N., & Zandonini, R. (2016). Simplified equivalent static approach and results for deriving structural requirements - Deliverables D.11 and D.12 - Robustimpact. RFCS. |
Hoang, V. L., Nguyen, D.-H., Jaspart, J.-P., & Demonceau, J.-F. (December 2015). An overview of the plastic‑hinge analysis of 3D steel frames. Asia Pacific Journal on Computational Engineering, 2:4. Peer Reviewed verified by ORBi |
Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (June 2015). Extended end-plate to concrete- filled rectangular column joint using long bolts. Journal of Constructional Steel Research, 113. doi:10.1016/j.jcsr.2015.06.001 Peer Reviewed verified by ORBi |
Hoang, V. L., Demonceau, J.-F., & Jaspart, J.-P. (2015). Beam to concrete-filled rectangular hollow section column joints using long bolts. In Proceedings of the 15th international symposium on tubular structures - ISTS15. Balkema (Taylor & Francis Group). doi:10.1201/b18410-17 Peer reviewed |
Hoang, V. L., Jaspart, J.-P., Tran Xuan-Hoang, & Demonceau, J.-F. (2015). Elastic behaviour of bolted connection between cylindrical steel structure and concrete foundation. Journal of Constructional Steel Research, 115. doi:10.1016/j.jcsr.2015.08.024 Peer Reviewed verified by ORBi |
Huvelle, C., Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (2015). Complete analytical procedure to assess the response of a frame submitted to a column loss. Engineering Structures, 86, 33-42. doi:10.1016/j.engstruct.2014.12.018 Peer Reviewed verified by ORBi |
Dubina, D., Vulcu, C., Stratan, A., Ciutina, A., Grecea, D., Loan, A., Tremeea, A., Braconi, A., Fulop, L., Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Comeliau, L., Kuhlmann, U., Kleiner, A., Rasche, C., Landolfo, R., D'aniello, M., Portioli, F., ... Ferrini, M. (2015). High strength steel in seismic resistant building frames (HSS-SERF). Bruxelles, Belgium: Commission Européenne. doi:10.2777/725123 |
Demonceau, J.-F., Hoang, V. L., & Jaspart, J.-P. (2014). BOLTED END-PLATE BEAM-TO-COLUMN JOINTS USING HAMMERHEAD BEAMS: Experimental tests and proposal of design guidelines. In R. Landolfo & F. Mazzolani (Eds.), Proceeding of the 7th European conference on steel and composite structures (Eurosteel 2014). Bruxelles, Belgium: ECCS. Peer reviewed |
Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (2014). Hammer head beam solution for beam-to-column joints in seismic resistant building frames. Journal of Constructional Steel Research. doi:10.1016/j.jcsr.2014.08.001 Peer Reviewed verified by ORBi |
Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (2014). CIRCULAR TUBE COLUMNS IN HIGH STRENGTH STEEL: Economical solutions for building frames. In R. Landolfo & F. Mazzolani (Eds.), Proceeding of the 7th European conference on steel and composite structures (Eurosteel 2014). Bruxelles, Belgium: ECCS. Peer reviewed |
Hoang, V. L., Demonceau, J.-F., & Jaspart, J.-P. (2014). Resistance of through-plate component in beam-to-column joints with circular hollow columns. Journal of Constructional Steel Research, 92. doi:10.1016/j.jcsr.2013.10.001 Peer Reviewed verified by ORBi |
Hoang, V. L., & Nguyen, D.-H. (December 2013). CEPAO shakedown, new computational aspects [Paper presentation]. 5th Asia Pacific congress on Computational Mechanics and 4th International Symposium on Computational Mechanics, Singapore, Singapore. |
Hoang, V. L., Demonceau, J.-F., & Jaspart, J.-P. (September 2013). Proposal of a simplified analytical approach for the characterisation of the end-plate component in circular tube connection. Journal of Constructional Steel Research, 90. doi:10.1016/j.jcsr.2013.07.031 Peer Reviewed verified by ORBi |
Demonceau, J.-F., Hoang, V. L., & Jaspart, J.-P. (13 June 2013). Robustness aspects - During the assembling and the final stage [Paper presentation]. Frameup project workshop, Stockholm, Sweden. |
Hoang, V. L., Demonceau, J.-F., & Jaspart, J.-P. (2013). INNOVATIVE BOLTED BEAM-TO-COLUMN JOINTS IN MOMENT RESISTANT BUILDING FRAME: FROM EXPERIMENTAL TESTS TO DESIGN GUIDELINES. In D. Dubina, R. Landolfo, A. Stratan, ... C. Vulcu (Eds.), Application of High Strength Steels in Seismic Resistant Structures. Timisaora, Romania: Orizonturi Universitare. |
Hoang, V. L., Jaspart, J.-P., & Demonceau, J.-F. (March 2013). Behaviour of bolted flange joints in tubular structures under monotonic, repeated and fatigue loadings I: Experimental tests. Journal of Constructional Steel Research, 85. doi:10.1016/j.jcsr.2013.02.011 Peer Reviewed verified by ORBi |
Tondini, N., Hoang, V. L., Demonceau, J.-F., & Franssen, J.-M. (2013). Experimental and numerical investigation of high-strength steel circular columns subjected to fire. Journal of Constructional Steel Research, 80, 57-81. doi:10.1016/j.jcsr.2012.09.001 Peer Reviewed verified by ORBi |
Pournara, A.-E., Varelis, G. E., Papatheocharis, C., Perdikaris, P., Pappa, P., Karamanos, S. A., Demonceau, J.-F., Hoang, V. L., Jaspart, J.-P., Zilli, G., Demofonti, G., Ferino, J., Sommariva, M., Maio, D., Ferrario, F., Bursi, O. S., & Zanon, G. (2012). ATTEL PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D6. Communauté Européenne. |
Rivera, S., Alvarez, R., Lezcano, R., Johansson, E., Fuertes, N., Demofonti, G., Zilli, G., Tamponi, G. M., Ferino, J., Guvaia, H., Maia, C., Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Dong Phuong Lam, L., Karamanos, S., Perdikaris, P., Pournara, A., Papatheocharis, C., ... Kumar, A. (2012). HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D7. Communauté Européenne. |
Haremza, C., Santiago, A., Simões da Silva, L., Coméliau, L., Hoang, V. L., Demonceau, J.-F., Jaspart, J.-P., Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., & Obiala, R. (2012). Robustness of car parks against localised fire - Deliverable II: Experimental tests and development of sophisticated behavioural models. Communauté Européenne. |
Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Dong Phuong Lam, L., Karamanos, S., Perdikaris, P., Pournara, A., Papatheocharis, C., Varelis, G., Bursi, O. S., & Kumar, A. (2012). HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D2. Communauté Européenne. |
Sommariva, M., Maio, D., Demonceau, J.-F., Hoang, V. L., & Jaspart, J.-P. (2012). Performance-based Approaches for high strength Tubular columns and connections under Earthquake and fire Loadings (ATTEL) - D4. Communauté Européenne. |
Sommariva, M., Maio, D., Demonceau, J.-F., Hoang, V. L., Jaspart, J.-P., Zilli, G., Demofonti, G., Ferino, J., Pournara, A.-E., Varelis, G. E., Papatheocharis, C., Perdikaris, P., Pappa, P., Karamanos, S. A., Ferrario, F., Bursi, O. S., & Zanon, G. (2012). ATTEL PROJECT PERFORMANCE‐BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D2. Communauté Européenne. |
Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., Coméliau, L., Jaspart, J.-P., Demonceau, J.-F., Huvelle, C., Hoang, V. L., Haremza, C., Santiago, A., Simões da Silva, L., Obiala, R., Zhao, B., Dhima, D., Taillefer, N., Gens, F., & de Ville, V. (2012). Robustness of car parks against localised fire - Deliverable VI: Development of design recommendations, critical appraisal and application to a study case. Communauté Européenne. |
Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Dong Phuong Lam, L., Karamanos, S., Perdikaris, P., Pournara, A., Papatheocharis, C., & Varelis, G. (2012). HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D5. Communauté Européenne. |
Haremza, C., Santiago, A., Simões da Silva, L., Coméliau, L., Hoang, V. L., Demonceau, J.-F., Jaspart, J.-P., Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., & Obiala, R. (2012). Robustness of car parks against localised fire - Deliverable III: Development of simplified behavioural models. Communauté Européenne. |
Bursi, O., Kumar, A., Demofonti, G., Zilli, G., Tamponi, G. M., Ferino, J., Guvaia, H., Maia, C., Rivera, S., Alvarez, R., Lezcano, R., Johansson, E., Fuertes, N., Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Ly, D. P. L., Karamanos, S., Perdikaris, P., ... Sommariva, M. (2012). Design and integrity assessment of high strength tubular structures for extreme loading conditions. Bruxelles, Belgium: European Commission. |
Demonceau, J.-F., Hoang, V. L., Jaspart, J.-P., Sommariva, M., Maio, D., Zilli, G., Demofonti, G., Ferino, J., Pournara, A.-E., Varelis, G. E., Papatheocharis, C., Perdikaris, P., Pappa, P., Karamanos, S. A., Ferrario, F., Bursi, O. S., & Zanon, G. (2012). PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS. Bruxelles, Belgium: Communauté Européenne. |
Rivera, S., Alvarez, R., Lezcano, R., Johansson, E., Fuertes, N., Guvaia, H., Maia, C., Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Dong Phuong Lam, L., Karamanos, S., Perdikaris, P., Pournara, A., Papatheocharis, C., & Varelis, G. (2012). HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D4. Communauté Européenne. |
Ferrario, F., Bursi, O. S., Zanon, G., Demonceau, J.-F., Hoang, V. L., Jaspart, J.-P., Zilli, G., Demofonti, G., Ferino, J., Sommariva, M., & Maio, D. (2012). ATTEL-PERFORMANCE‐BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - WP1 - D1. Communauté Européenne. |
Demofonti, G., Zilli, G., Tamponi, G. M., Ferino, J., Jaspart, J.-P., Demonceau, J.-F., Hoang, V. L., Dong Phuong Lam, L., Karamanos, S., Perdikaris, P., Pournara, A., Papatheocharis, C., Varelis, G., Bursi, O. S., & Kumar, A. (2012). HITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D6. Communauté Européenne. |
Sommariva, M., Maio, D., Demonceau, J.-F., Hoang, V. L., Jaspart, J.-P., Zilli, G., Demofonti, G., Ferino, J., Pournara, A.-E., Varelis, G. E., Papatheocharis, C., Perdikaris, P., Pappa, P., Karamanos, S. A., Ferrario, F., Bursi, O. S., & Zanon, G. (2012). ATTEL PROJECT PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D5. Communauté Européenne. |
Demonceau, J.-F., Huvelle, C., Coméliau, L., Hoang, V. L., Jaspart, J.-P., Fang, C., Izzuddin, B., Elghazouli, A. Y., Nethercot, D. A., Zhao, B., Taillefer, N., Dhima, D., Gens, F., Haremza, C., Santiago, A., Da Silva, L., & Obiala, R. (2012). Robustness of car parks against localised fire. Bruxelles, Belgium: Communauté Européene. |
Franssen, J.-M., Dumont, F., Wellens, E., Tondini, N., Hoang, V. L., & Demonceau, J.-F. (2011). Fire tests made for the ATTEL RFCS research project [Paper presentation]. ECCS TC3 Annual meeting, Paris, France. |
Hoang, V. L., Demonceau, J.-F., Ly, D. P. L., & Rossi, B. (June 2011). Field of application of high strength steel circular tubes for steel and composite columns from an economic point of view. Journal of Constructional Steel Research, 67 (6), 1001-1021. doi:10.1016/j.jcsr.2011.01.008 Peer Reviewed verified by ORBi |
Hoang, V. L., Demonceau, J.-F., & Rossi, B. (2011). Use of high strength steel tubular columns in structures: economic study. In Progress in steel and composite structures : ICMS2011, Wroclaw 15-17 June 2011 (pp. 168-169). Peer reviewed |
Nguyen, D.-H., & Hoang, V. L. (2010). A United Algorithm for Limit State Determination of Frames with Semi-Rigid Connections. In G. de Saxcé & N. Moës (Eds.), Modeling in Mechanical and Civil Engineering: Collection of papers from Prof. Nguyen-Dang Hung’s former students (pp. 168-183). Saarbrücken, Germany: LAP Lambert Academic publishing. Peer reviewed |
Hoang, V. L. (2010). Plastic-hinge methods for framed structures: Theory, formulation, automatic algorithms. Saarbrücken, Germany: LAP Lambert Academic publishing. |
Hoang, V. L. (2010). Plastic optimization of 3D steel frames under fixed or repeated loading: reduction formulation. Engineering Structures, 32, 1092-1099. doi:10.1016/j.engstruct.2009.12.035 Peer Reviewed verified by ORBi |
Hoang, V. L. (2008). Automatic plastic-hinge analysis and design of 3D steel frames [Doctoral thesis]. ORBi-University of Liège. https://orbi.uliege.be/handle/2268/31911 |
Hoang, V. L., & Nguyen, D. H. (2008). Local Buckling Check According to Eurocode-3 for Plastic-hinge Analysis of 3D Steel Frames. Engineering Structures, 30, 3105-3113. doi:10.1016/j.engstruct.2008.04.002 Peer Reviewed verified by ORBi |
Hoang, V. L., & Nguyen, D. H. (2008). Limit and Shakedown Analysis of 3D Steel Frames. Engineering Structures, 30, 1895-1904. doi:10.1016/j.engstruct.2007.12.009 Peer Reviewed verified by ORBi |
Hoang, V. L., & Nguyen, D. H. (2008). Second-order Plastic-hinge Analysis of 3D Steel Frames including Strain Hardening Effects. Engineering Structures, 30, 3505-3512. doi:10.1016/j.engstruct.2008.05.013 Peer Reviewed verified by ORBi |