Maha Moddather Hassan
Assistant Professor, Structural Engineering Department
Cairo University-Gamaa Street
(email)
Publications
Bio
Classes
Calendar
Presentations
Fields of Interest
Publications
Sediek, O. A., S. S. Safar, and M. M. Hassan,
"
Imperfect Tapered Plate Girder Web Under Shear
",
International Journal of Steel Structures
, 2024.
Abdelnaby, A. E., and M. M. Hassan,
"
Performance of Composite Plate Girder Bridges with Full-Depth Precast Concrete Deck Systems
",
Bridge Engineering (ASCE)
, vol. 28, issue 12, pp. 05023009, 2023.
Hassan, M. M., S. I. Mahmoud, M. H. Serror, and A. F. Hassan,
"
Elastic buckling of simply supported stiffened steel plates with circular opening
",
Journal of Engineering and Applied Science
, vol. 69, issue 106, pp. 69-106, 2022.
Hassan, M. M., A. Elyamani, and S. A. Mourad,
"
Seismic vulnerability assessment of buildings: case study of Al Khalifa district, Fatimid Cairo
",
SN Applied Science
, vol. 4, pp. 310, 2022.
Hassan, M. M.,
"
State-of-the-art review: Reduction factor of traditional steel moment resisting, braced or eccentrically braced systems
",
Structures
, vol. 35, pp. 734-747, 2022.
Sediek, O. A., S. S. Safar, and M. M. Hassan,
"
Numerical investigation on shear strength of tapered perfect end web panels
",
Structures
, vol. 28, pp. 354-368, 2020.
Shalaby, H. A., M. M. Hassan, and S. S. Safar,
"
Parametric study of shear strength of CFRP strengthened end-web panels
",
Journal of Steel and Composite Structures
, vol. 31, issue 2, pp. 159-172, 2019.
A.Elsawaf, S., and M. M. Hassan,
"
Behaviour of structural sub-assemblies of steel beams with openings in fire conditions
",
Journal of Constructional Steel Research
, vol. 148, pp. 27-638, 2018.
Hassan, M. M., S. A. Elsawaf, and H. H. Abbas,
"
Existing metallic bridges in Egypt: current conditions and problems
",
J Civil Struct Health Monit
, vol. 7, issue 5, pp. 669–687, 2017.
Abbas, H. H., and M. M. Hassan,
"
Evaluation of Strengthening Applications for Old Railway Bridges in Egypt
",
19th IABSE Congress
, Stockholm, 2016.
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