Khanh Nguyen Gia
Khanh Nguyen Gia
PhD Civil Engineer - ETSIAE
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Comparison of dynamic effects of high-speed traffic load on ballasted track using a simplified two-dimensional and full three-dimensional model
K Nguyen, JM Goicolea, F Galbadon
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2014
Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction
A Camara, K Nguyen, AM Ruiz-Terana, PJ Stafforda
Engineering Structures 61 (1), 61-72, 2014
Assessment of serviceability limit state of vibrations in the UHPFRC-Wild bridge through an updated FEM using vehicle-bridge interaction
K Nguyen, B Freytag, M Ralbovsky, O Rio
Computers & Structures 156, 29-41, 2015
Dynamic effect of high speed railway traffic loads on the ballast track settlement
K Nguyen, JM Goicolea, F Galbadón
Actas del Congresso de Métodos Numéricos em Engenharia (14/06/2011–17/06 …, 2011
A computational procedure for prediction of ballasted track profile degradation under railway traffic loading
K Nguyen, DI Villalmanzo, JM Goicolea, F Gabaldon
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2016
Exploring the potential of the functionally graded SCCC for developing sustainable concrete solutions
O Río, VD Nguyen, K Nguyen
Journal of Advanced Concrete Technology 13 (3), 193-204, 2015
Plane-stress constrained multiplicative hyperelasto-plasticity with nonlinear kinematic hardening. Consistent theory based on elastic corrector rates and algorithmic …
K Nguyen, MA Sanz, FJ Montáns
International Journal of Plasticity, 2020
Dynamic Analysis of High Speed Railway Traffic Loads on Ballasted Track
Advances in Environmental Vibration, Fifth International Symposium on …, 2011
Complete framework of wind-vehicle-bridge interaction with random road surfaces
A Camara, Kavrakov, K Nguyen, G Morgenthal
Journal of Sound and Vibration, 2019
Sheet metal forming analysis using a large strain anisotropic multiplicative plasticity formulation, based on elastic correctors, which preserves the structure of the …
MA Sanz, K Nguyen, MarcosLatorre, ManuelRodríguez, FJ Montáns
Finite Elements in Analysis and Design 164 ( …, 2019
Vibration analysis of short skew bridges due to railway traffic using analytical and simplified models
KN Gia, JM Goicolea
Procedia engineering 199, 3039-3046, 2017
A multiplicative finite strain crystal plasticity formulation based on additive elastic corrector rates: Theory and numerical implementation
M Zhang, K Nguyen, J Segurado, FJ Montans
International Journal of Plasticity 137, 102899, 2021
Dynamic Effects of Turbulent Crosswind on the Serviceability State of Vibrations of a Slender Arch Bridge Including Wind–Vehicle–Bridge Interaction
K Nguyen, A Camara, O Rio, L Sparowitz
Journal of Bridge Engineering 22 (11), 06017005, 2017
Computational Modeling of Dislocation Slip Mechanisms in Crystal Plasticity: A Short Review
K Nguyen, M Zhang, VJ Amores, MA Sanz, FJ Montans
Crystals 11 (1), 2021
Influence of rail track properties on vehicle–track responses
KN Gia, JMG Ruigómez, FG Castillo
Proceedings of the Institution of Civil Engineers-Transport 168 (6), 499-509, 2015
On the network orientational affinity assumption in polymers and the micro–macro connection through the chain stretch
VJ Amores, K Nguyen, FJ Montáns
Journal of the Mechanics and Physics of Solids 148, 104279, 2021
Analytical and simplified models for dynamic analysis of short skew bridges under moving loads
K Nguyen, C Velarde, JM Goicolea
Advances in Structural Engineering, 2019
Efectos dinámicos debidos al tráfico de ferrocarril sobre la infraestructura de vía y las estructuras
K Nguyen Gia
Universidad Politécnica de Madrid, 2013
Thermodynamically consistent nonlinear viscoplastic formulation with exact solution for the linear case and well-conditioned recovery of the inviscid one
K Nguyen, VJ Amores, FJ Montans
Computational Modeling of Disloca-tion Slip Mechanisms in Crystal Plas-ticity: A Short Review. Crystals 2021, 1, 0
K Nguyen, M Zhang, VJ Amores, MA Sanz, FJ Montáns
J. Appl. Phys, 126, 2019
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Artiklar 1–20