Nombre de documents

28

CV de Quang-Huy Nguyen


Communication dans un congrès9 documents

  • Keo Pisey, Hugues Somja, Quang Huy Nguyen, Mohammed Hjiaj. Design of slender hybrid columns. hybrid2014 by iabse.ch„Exploring the Potential of Hybrid Structures for Sustainable Construction“. Hybrid 2014, Jun 2014, Fribourg, Switzerland. <hal-01084980>
  • Keo Pisey, Mohammed Hjiaj, Quang Huy Nguyen, Hugues Somja. Nonlinear analysis of hybrid steel-concrete beam with interlayer slips. 11th World Congress on Computational Mechanics, Jul 2014, barcelone, Spain. <hal-01084976>
  • Manuel Manthey, Quang-Huy Nguyen, Hugues Somja, Mohammed Hjiaj, Jerome Duchêne. Experimental Study of the Composite Timber- Concrete SBB Connection under Monotonic and Reversed-Cyclic Loadings.. Materials and Joints in Timber Structures, 2014, Stuttgart, Germany. pp.433-442, 2014. <hal-01010441>
  • Quang Huy Nguyen, Philippe Le Grognec, Mohammed Hjiaj. Analytical expressions of buckling loads for two-layer Timoshenko members with interlayer slips. The international conference on advances in computational mechanics, 2012, Vietnam. pp.xx-xx, 2012. <hal-01010442>
  • Quang Huy Nguyen, Mohammed Hjiaj, Jean-Marc Batitini. Geometrically nonlinear analysis of shear deformable composite members with partial interaction. 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures Singapore, 2012, Singapore. pp.xx-xx, 2012. <hal-01010444>
  • Srour Nofal, Hugues Somja, Mohammed Hjiaj, Quang Huy Nguyen. Overstrength demands for joints in composite frames with account of the actual European steel production. 6th European Conference on Steel and Composite Structures, Aug 2011, Hungary. pp.453-458, 2011. <hal-00965656>
  • Quang Huy Nguyen, Mohammed Hjiaj, Brian Uy. Closed-form solution for two-layer composite shear deformable beams with interlayer. 4th International Conference on Steel & Composite Structures, 2010, Australia. pp.xx-xx, 2010. <hal-01010445>
  • Quang Huy Nguyen, Mohammed Hjiaj, Jean-Marc Battini. Geometrically non-linear finite element analysis of two-layer composite beams with interlayer slip. IV European Conference on Computational Mechanics, 2010, France. pp.xx-xx, 2010. <hal-01010447>
  • Nicolas Antoni, Quang Son Nguyen. Analyse de l’adaptation des glissements dans un système de poutres circulaires en contact avec frottement. 9e Colloque national en calcul des structures, May 2009, Giens, France. <hal-01412115>

Article dans une revue18 documents

  • Pisey Keo, Quang-Huy Nguyen, Hugues Somja, Mohammed Hjiaj. Exact finite element formulation for an elastic hybrid beam-column in partial interaction with shear-deformable encasing component. Engineering Structures, Elsevier, 2016, 125, <http://www.sciencedirect.com/science/article/pii/S0141029616303431>. <10.1016/j.engstruct.2016.07.015>. <hal-01349678>
  • Quang-Huy Nguyen, Mohammed Hjiaj. Nonlinear Time-Dependent Behavior of Composite Steel-Concrete Beams. Journal of Structural Engineering, American Society of Civil Engineers, 2016, 42 (5), pp.04015175. <10.1061/(ASCE)ST.1943-541X.0001432>. <hal-01326285>
  • Pisey Keo, Quang-Huy Nguyen, Hugues Somja, Mohammed Hjiaj. Geometrically nonlinear analysis of hybrid beam–column with several encased steel profiles in partial interaction. Engineering Structures, Elsevier, 2015, 100, pp.66-78. <10.1016/j.engstruct.2015.05.030>. <hal-01326278>
  • Keo Pisey, Hugues Somja, Quang-Huy Nguyen, Mohammed Hjiaj. Simplified design method for slender hybrid columns. Journal of Constructional Steel Research, Elsevier, 2015, 110, pp.101-120. <http://www.sciencedirect.com/science/article/pii/S0143974X15000735#>. <10.1016/j.jcsr.2015.03.006>. <hal-01139281>
  • Quang-Huy Nguyen, Mohammed Hjiaj, Van Anh Lai. Force-based FE for large displacement inelastic analysis of two-layer Timoshenko beams with interlayer slips. Finite Elements in Analysis and Design, Elsevier, 2014, 85, pp.1-10. <10.1016/j.finel.2014.02.007>. <hal-01009388>
  • Philippe Le Grognec, Quang-Huy Nguyen, Mohammed Hjiaj. Plastic bifurcation analysis of a two-layer shear deformable beam-column with partial interaction.. International Journal of Non-Linear Mechanics, Elsevier, 2014, 67, pp.85-94. <http://www.sciencedirect.com/science/article/pii/S0020746214001620>. <10.1016/j.ijnonlinmec.2014.08.010>. <hal-01113466>
  • Samy Guezouli, Alain Lachal, Quang Huy Nguyen. Numerical investigation of internal force transfer mechanism in push-out tests. Engineering Structures, Elsevier, 2013, pp.140-152. <10.1016/j.engstruct.2013.02.021>. <hal-00966974>
  • Srour Nofal, Hugues Somja, Mohammed Hjiaj, Quang Huy Nguyen. Effects of material variability on the ductility of composite beams and overstrength coefficients. Earthquake Engineering and Structural Dynamics, Wiley, 2013, 42 (7), pp.953-972. <10.1002/eqe.2253>. <hal-01326420>
  • Philippe Le Grognec, Quang-Huy Nguyen, Mohammed Hjiaj. Exact buckling solution for two-layer Timoshenko beams with interlayer slip. International Journal of Solids and Structures, Elsevier, 2012, 49 (1), pp.143-150. <10.1016/j.ijsolstr.2011.09.020>. <hal-01009341>
  • Srour Nofal, Hugues Somja, Mohammed Hjiaj, Quang Huy Nguyen. Effects of material variability on the ductility of composite beams and overstrength coefficients. Earthquake Engineering and Structural Dynamics, Wiley, 2012, 42 (7), pp.953-972. <10.1002/eqe.2253>. <hal-00965609>
  • Quang Huy Nguyen, Mohammed Hjiaj, Philippe Le Grognec. Analytical approach for free vibration analysis of two-layer Timoshenko beams with interlayer slip. Analytical approach for free vibration analysis of two-layer Timoshenko beams with interlayer slip, 2012, 331 (12), pp.2949-2961. <10.1016/j.jsv.2012.01.034>. <hal-01009362>
  • Quang-Huy Nguyen, Mohammed Hjiaj, Samy Guezouli. Exact finite element model for shear-deformable two-layer beams with discrete shear connection. Finite Elements in Analysis and Design, Elsevier, 2011, 47 (7), pp.718-727. <10.1016/j.finel.2011.02.003>. <hal-01009357>
  • Quang-Huy Nguyen, Mohammed Hjiaj, Enzo Martinelli. Derivation of the exact stiffness matrix for a two-layer Timoshenko beam element with partial interaction. Engineering Structures, Elsevier, 2011, 33 (2), pp.298-307. <10.1016/j.engstruct.2010.10.006>. <hal-01009355>
  • Quang Huy Nguyen, Mohammed Hjiaj, Brian Uy. Time-dependent analysis of composite beams with continuous shear connection based on a space-exact stiffness matrix. Engineering Structures, Elsevier, 2010, 32 (9), pp.2902-2911. <10.1016/j.engstruct.2010.05.009>. <hal-01009332>
  • Quang-Huy Nguyen, Mohammed Hjiaj, Jean-Marie Aribert. A space-exact beam element for time-dependent analysis of composite members with discrete shear connection. Journal of Constructional Steel Research, Elsevier, 2010, 66 (11), pp.1330-1338. <10.1016/j.jcsr.2010.04.007>. <hal-01009325>
  • Samy Guezouli, Mohammed Hjiaj, Quang Huy Nguyen. Local Buckling influence on the moment redistribution for continuous composite beams in bridges. The Baltic Journal of Road and Bridge Engineering (BJRBE), 2010, 5 (4), pp.207-217. <10.3846/bjrbe.2010.29>. <hal-00966793>
  • Quang-Huy Nguyen, Mohammed Hjiaj, Brian Uy. Analysis of composite beams in the hogging moment regions using a mixed finite element formulation. Journal of Constructional Steel Research, Elsevier, 2009, 65 (3), pp.737-748. <10.1016/j.jcsr.2008.07.026>. <hal-00983030>
  • Mohammed Hjiaj, Quang Huy Nguyen, Samy Guezouli, Uy Brian. Analysis of composite beams in the hogging moment regions using a mixed finite element formulation. Journal of Constructional Steel Research, Elsevier, 2009, pp.737-748. <hal-00491994>

Thèse1 document

  • Quang-Huy Nguyen. Modélisation du comportement non-linéaire des poutres mixtes acier-béton avec prise en compte des effets différés. Mécanique des structures [physics.class-ph]. INSA de Rennes, 2009. Français. <tel-01326345>