Suivre
Duy-Khanh Trinh
Duy-Khanh Trinh
PhD, Lecturer, Hanoi University of Civil Engineering - Viet nam
Adresse e-mail validée de nuce.edu.vn
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Année
Generalized continua and non‐homogeneous boundary conditions in homogenisation methods
S Forest, DK Trinh
ZAMM‐Journal of Applied Mathematics and Mechanics/Zeitschrift für Angewandte …, 2011
1532011
Evaluation of generalized continuum substitution models for heterogeneous materials
DK Trinh, R Janicke, N Auffray, S Diebels, S Forest
International Journal for Multiscale Computational Engineering 10 (6), 2012
792012
Méthodes d'homogénéisation d'ordre supérieur pour les matériaux architecturés
DK Trinh
École Nationale Supérieure des Mines de Paris, 2011
122011
Generalised continua and the mechanics of heterogeneous material
S Forest, DK Trinh
Zeitschrift für Angewandte Mathematik und Mechanik 91, 90-109, 2011
102011
The role of the fluctuation field in higher order homogenization
KD Trinh, S Forest
PAMM Proc. Appl. Math. Mech 10, 431-432, 2010
82010
Effects of end-plate on the critical moment of I-section cantilever beam with free end restrained laterally
TD Khanh, NM Tuyen, BH Cuong
Journal of Science and Technology in Civil Engineering (STCE)-HUCE 15 (1 …, 2021
12021
Second gradient substitution model for high contrast bi-phase structure
TD Khanh
Journal of Science and Technology in Civil Engineering (STCE)-HUCE 14 (2 …, 2020
12020
Khung nhà công nghiệp một tầng bằng thép có cầu trục được thiết kế chịu tải trọng động đất và gió
ĐV Thuật, NĐ Hòa, HV Chương, TD Khánh
Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD)-ĐHXDHN 13 (5V), 9-19, 2019
12019
Đánh giá ảnh hưởng của vách ngăn trong khung phẳng bằng mô hình màng trực hướng
TD Khánh
Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD)-ĐHXDHN 15 (5V), 108-119, 2021
2021
Generalized continuum overall modelling of periodic composite structures
DK Trinh, S Forest
Vietnam Journal of Mechanics 33 (4), 245-258, 2011
2011
Effect of web stiffeners on lateral bucking of I‐section simply supported beam
HC Bui, DK Trinh, MT Nguyen
Steel Construction, 0
1 Homogenization methods and generalized continua
DK Trinh, S Forest
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