Anglais
Arabic
Sahar ISMAIL YOUNES
École supérieure d'ingénieurs de Beyrouth – Chargé de cours
+961 (1) 421 000 sahar.ismail1@usj.edu.lb
J’enseigne « Abaqus - Calcul des structures anélastiques » ainsi que « le logiciel de calcul non-linéaire- Avancé » à l’USJ. J’ai obtenu mon doctorat en Génie civil à lESIB USJ en 2021 avec une spécialisation sur linteraction sol-structure sous chargement sismique. Auparavant, j’ai obtenu un Master en Génie civil à l’American Univeristy of Beirut AUB.
Education
| Diplôme | Université | Pays | Année |
|---|---|---|---|
| Seismic Soil Structure Interaction of Midrise Structures | Saint Joseph University of Beyrouth | Liban | 2021 |
| Master of Engineering | American University of Beirut (AUB) | Liban | 2016 |
| Master of Science | Hariri Canadian University | Liban | 2014 |
| Bachelor of Science | Hariri Canadian University | Liban | 2012 |
Enseignement à l'USJ
Enseignement universitaire hors USJ
| Enseignement universitaire hors USJ | Pays | Etablissement | Date début | Date fin |
|---|---|---|---|---|
| Solid Mechanics and Dynamics | Liban | 15/09/2023 | ||
| Constructions métalliques et bois et Constructions métalliques | Liban | CNAM | 01/02/2016 | 30/06/2021 |
Expérience professionnelle hors USJ
Domaine d’expertise
Thématiques de recherche
Seismic soil structure interactionAccidental loads on structuresUpheaval buckling of buried offshore pipelines
Publications et communications
1-Sahar Ismail, Wassim Raphael, Emmanuel Durand, Fouad Kaddah Fadi Geara. Analysis of the structuralresponse of Beirut port concrete silos under blast loading. Archives of Civil Engineering, 2021. doi:10.24425/ace.2021.138074.2-Sahar Ismail, Wassim Raphael Emmanuel Durand. Monitoring the Beirut Port Silos’ Structural HeathResponse Few Months After Blast Loading Using 3D Laser Scan. Jordan Journal of Civil Engineering, 2021.3-Sahar Ismail, Wassim Raphael and Emmanuel Durand. Case Study of the Beirut Port Explosion Using 3DLaser Scan and Nonlinear Finite Element Model. Research on Engineering Structures and Materials, 2021. doi:10.17515/resm2021.286st0428.4- Sahar Ismail, Salah Sadek, Shadi Najjar and Mounir Mabsout. Numerical Finite Element Modelling of SoilResistance Against Upheaval Buckling of Buried Submarine Pipelines. Applied Ocean Research, 2021. doi:10.1016/j.apor.2020.102478.5- Sahar Ismail, Fouad Kaddah and Wassim Raphael. Assessing the Dynamic Behaviour of Midrise FrameStructures Sitting on Silty Sandy Soil. The Open Civil Engineering Journal, 2020. doi:10.2174/1874149502014010262.Sahar Ismail, Fouad Kaddah and Wassim Raphael. Seismic Soil Structure Interaction Response of MidriseConcrete Structures on Silty Sandy Soil. Jordan Journal of Civil Engineering, 2020.Sahar Ismail, Salah Sadek, and Shadi Najjar. Nonlinear Finite Element Analysis of Upheaval Buckling ofBuried Offshore Pipelines in Medium Dense Sand with Fines. Innovative Infrastructure Solution, 2018. doi:10.1007/s41062-018-0131-x.