A. M. El Hadidy
- The effect of using tubular flanges in bridge girders with corrugated steel webs on their shear behaviour – A numerical study. In: Thin-Walled Structures, v. 124 (March 2018). (2018):
- Lateral-Torsional buckling behaviour of mono-symmetric S460 corrugated web bridge girders. In: Thin-Walled Structures, v. 153 (August 2020). (2020):
- Behaviour of corrugated web girders subjected to lateral-torsional buckling: Experimental tests and numerical modelling. In: Structures, v. 33 (October 2021). (2021):
- Flexural buckling of circular concrete-filled stainless steel tubular columns. In: Marine Structures, v. 71 (May 2020). (2020):
- Lateral–torsional buckling of hollow tubular flange plate girders with slender stiffened webs. In: Thin-Walled Structures, v. 65 (April 2013). (2013):
- Tubular flange plate girders with corner square web openings in the panel of maximum shear: Strength and behaviour. In: Thin-Walled Structures, v. 99 (February 2016). (2016):
- Shear analysis and design of high-strength steel corrugated web girders for bridge design. In: Engineering Structures, v. 146 (September 2017). (2017):
- Structural behaviour and design of elliptical high-strength concrete-filled steel tubular short compression members. In: Engineering Structures, v. 173 (October 2018). (2018):