A. Moslehi Tabar
- Promotion of cyclic behavior of reduced beam section connections restraining beam web to local buckling. In: Thin-Walled Structures, v. 73 (Dezember 2013). (2013):
- Numerical investigation of seismic rehabilitation of mass concrete piers of a railway bridge using post-tensioning technique. In: Bridge Structures, v. 14, n. 4 (Juni 2019). (2019):
- Instability of beams with reduced beam section moment connections emphasizing the effect of column panel zone ductility. In: Journal of Constructional Steel Research, v. 61, n. 11 (November 2005). (2005):
- Analytical study on cyclic behavior of chevron braced frames with shear panel system considering post-yield deformation. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 40, n. 7 (Juli 2013). (2013):