A. Deylami
- Promotion of cyclic behavior of reduced beam section connections restraining beam web to local buckling. In: Thin-Walled Structures, v. 73 (Dezember 2013). (2013):
- Investigation of major parameters affecting instablility of steel beams with RBS moment connections. In: Steel and Composite Structures, v. 6, n. 3 (Juni 2006). (2006):
- 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):
- Seismic performance of flange plate connections between steel beams and box columns. In: Journal of Constructional Steel Research, v. 84 (Mai 2013). (2013):
- Probabilistic seismic demand assessment of residual drift for Buckling-Restrained Braced Frames as a dual system. In: Structural Safety, v. 58 (Januar 2016). (2016):
- Introducing a New Spectral Intensity Measure Parameter to Estimate the Seismic Demand of Steel Moment-Resisting Frames Using Bayesian Statistics. In: Advances in Structural Engineering, v. 15, n. 2 (Februar 2012). (2012):
- Application of Full Depth Side Plate to Moment Connection of I-Beam to Double-I Column. In: Advances in Structural Engineering, v. 13, n. 6 (Dezember 2010). (2010):
- Experimental and numerical fatigue crack growth of an aluminium pipe repaired by composite patch. In: Engineering Structures, v. 133 (Februar 2017). (2017):
- Probabilistic assessment of strain hardening ratio effect on residual deformation demands of Buckling-Restrained Braced Frames. In: Engineering Structures, v. 81 (Dezember 2014). (2014):
- The Experimental study on steel built-up column moment connections with top and bottom trapezoidal side plates. In: The Structural Design of Tall and Special Buildings, v. 25, n. 18 (25 Dezember 2016). (2016):