Comparison between static nonlinear and time history analysis using flexibility-based model for an existing structure and effect of taking into account soil using Domain … B Mourad, M Sabah KSCE Journal of Civil Engineering 19, 651-663, 2015 | 23 | 2015 |
Comparaison of static pushover analysis in the case of small and large deformation with time history analysis using flexibility-based model for an existing structure M Belgasmia, S Moussaoui International Journal of Current Engineering and Technologie 3 (2), 655-665, 2013 | 6 | 2013 |
Static Nonlinear Analysis Case Study S Moussaoui, M Belgasmia European Journal of Advances in Engineering and Technology 5 (3), 156-161, 2018 | 4 | 2018 |
Improvement of Continuity Between Industrial Software and Research One by Object-Oriented Finite Element Formulation of Shell and Plate Element S Moussaoui, M Belgasmia Optimization of Design for Better Structural Capacity, 24-56, 2019 | 2 | 2019 |
Réponse dynamique d'une plaque orthotrope mince en flexion simple sous éxcitations impulsives. S Moussaoui | 2 | 2002 |
Environment effect on mechanical parameters of soil-mixing M Farouk, S Moussaoui, M Belgasmia, K Abbeche Technology audit and production reserves 2 (1/76), 6-11, 2024 | | 2024 |
Time history nonlinear analysis for 2D modelization of an existing building using flexibility and displacement-based formulation M Belgasmia, S Moussaoui, R Chabane Technology audit and production reserves 1 (1/75), 6-11, 2024 | | 2024 |
Double inclined cracks overlapping effect on mixed stress intensity factors using XFEM object-oriented implementation R Chabane, S Moussaoui, M Belgasmia Technology audit and production reserves 1 (1/75), 12-18, 2024 | | 2024 |
A study of mesh influence on extended finite element cracked plate and finite element plate bending S Moussaoui, C Rebadj, M Belgasmia, KF Tee Technology audit and production reserves 1 (1/69), 6-12, 2023 | | 2023 |
CRACKED AND NON CRACKED PLATE ANALYSIS USING EXTENDED FINITE ELEMENT AND FINITE ELEMENT FORMULATION S MOUSSAOUI, C REBADJ, M BELGASMIA | | 2022 |
SINGLE DEGREE OF FREEDOM FLEXIBILITY BASED MODEL ANALYSIS OF BRIDGE AND FRAME USING PUSHOVER TECHNIQUE S MOUSSAOUI, M BELGASMIA | | 2022 |
Soil structure interaction using Lyzmer type viscous dampers and domain reduction method with flexibility-based model for an existing structure and comparison between 3D and 2D … S Moussaoui, M Belgasmia International Journal of Sustainable Building Technology and Urban …, 2021 | | 2021 |
Approche Orientée Objet de la Méthode des Eléments Finis et des Eléments Finis Etendus en utilisant le Langage de programmation C++ S Moussaoui Université Mohamed Khider–Biskra, 2021 | | 2021 |
Static Response of an Isotropic and Orthotropic Thin Plate Under Different Excitation S Moussaoui, M Belgasmia European Journal of Advances in Engineering and Technology 3 (8), 111-118, 2016 | | 2016 |
Finite Element Solver for 2D Linear Elasticity Beam S Moussaoui, M Belgasmia European Journal of Advances in Engineering and Technology 3 (12), 1-6, 2016 | | 2016 |
Approche Orientée Objet de la Méthode des Eléments Finis et des Eléments Finis Etendus en utilisant le Langage de programmation C++. M Sabah | | |
ENVIRONMENT EFFECT ON MECHANICAL PARAMETERS OF SOIL-MIXING PS Menari Farouk, S Moussaoui, M Belgasmia, K Abbeche matematika 3 (14), 32-37, 0 | | |
Double inclined cracks interaction influence on the stress intensity factor of thin plate using extended finite element method with C++ language C Rebadj, S Moussaoui, M Belgasmia | | |