M. T. Hanna
- Impact of basis, orthogonalization, and normalization on the constrained Finite Strip Method for stability solutions of open thin-walled members. Dans: Thin-Walled Structures, v. 49, n. 9 (septembre 2011). (2011):
- Ultimate capacity of battened columns composed of four equal slender angles. Dans: Thin-Walled Structures, v. 63 (février 2013). (2013):
- Experimental investigation for the behaviour of battened beam-columns composed of four equal slender angles. Dans: Thin-Walled Structures, v. 48, n. 9 (septembre 2010). (2010):
- Shear-bending interaction strength of locally buckled I-sections. Dans: Steel and Composite Structures, v. 8, n. 2 (avril 2008). (2008):
- Effect of geometric imperfections on the ultimate moment capacity of cold-formed sigma-shape sections. Dans: HBRC Journal, v. 13, n. 2 (août 2017). (2017):
- Ultimate capacity of I-slender section columns. Dans: Journal of Constructional Steel Research, v. 60, n. 8 (août 2004). (2004):
- Failure loads of web panels loaded in pure shear. Dans: Journal of Constructional Steel Research, v. 105 (février 2015). (2015):
- Strength of cold formed battened columns subjected to eccentric axial compressive force. Dans: Journal of Constructional Steel Research, v. 113 (octobre 2015). (2015):
- Strength of biaxially loaded slender I-section beam-columns. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 34, n. 2 (février 2007). (2007):
- 07.36: Strength of combined sigma cold formed section columns. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017). (2017):
- Elastic Stability of Planar Steel Frames with Unsymmetrical Beam Loading. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 11 (novembre 2004). (2004):