M. F. Hassanein
- Strength and behaviour of laterally-unrestrained S690 high-strength steel hybrid girders with corrugated webs. In: Thin-Walled Structures, v. 150 (Mai 2020). (2020):
- Shear strength of corrugated web girders with compression tubular flanges. In: Structures, v. 62 (April 2024). (2024):
- Simplified deflection calculation method for PC box girder bridges with corrugated steel webs using asynchronous-pouring-construction technology. In: Journal of Constructional Steel Research, v. 214 (März 2024). (2024):
- Shear mechanism and design of small-scale tubular flange corrugated web girders. In: Journal of Constructional Steel Research, v. 197 (Oktober 2022). (2022):
- Tubular flange plate girders with corner square web openings in the panel of maximum shear: Strength and behaviour. In: Thin-Walled Structures, v. 99 (Februar 2016). (2016):
- Shear evaluation of tapered bridge girder panels with steel corrugated webs near the supports of continuous bridges. In: Engineering Structures, v. 113 (April 2016). (2016):
- Shear strength and behavior of transversely stiffened tubular flange plate girders. In: Engineering Structures, v. 32, n. 9 (September 2010). (2010):
- Shear strength of tubular flange plate girders with square web openings. In: Engineering Structures, v. 58 (Januar 2014). (2014):
- Structural behaviour and design of elliptical high-strength concrete-filled steel tubular short compression members. In: Engineering Structures, v. 173 (Oktober 2018). (2018):
- Ultra-high strength circular short CFST columns: Axisymmetric analysis, behaviour and design. In: Engineering Structures, v. 179 (Januar 2019). (2019):