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Khanh Nguyen Gia
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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
712014
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
472014
Complete framework of wind-vehicle-bridge interaction with random road surfaces
A Camara, Kavrakov, K Nguyen, G Morgenthal
Journal of Sound and Vibration, 2019
422019
Dynamic effect of high speed railway traffic loads on the ballast track settlement
K Nguyen Gia, JM Goicolea Ruigómez, F Gabaldón Castillo
APMTAC, 2011
262011
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
242015
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
242015
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
222016
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
212021
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
212020
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
182021
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
172017
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
162021
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
132019
Dynamic analysis of high speed railway traffic loads on ballasted track
GK Nguyen, JM Goicolea Ruigómez, F Gabaldón Castillo
Caminos, 2011
102011
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 (https://doi.org/10.1016/j.finel …, 2019
72019
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
62015
CALDINTAV Version D1. 0
JM Goicolea, K Nguyen
Railway Bridges Design, Construction and Maintenance: Madrid, Spain, 2017
52017
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
42017
A time multiscale based data-driven approach in cyclic elasto-plasticity
S Rodriguez, A Pasquale, K Nguyen, A Ammar, F Chinesta
Computers & Structures, 2024
32024
A time multiscale decomposition in cyclic elasto-plasticity
A Pasquale, S Rodriguez, K Nguyen, A Ammar, F Chinesta
Computers & Mathematics with Applications 149, 75-83, 2023
32023
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