Akbar Pirmoz
- Behavior of bolted angle connections subjected to combined shear force and moment. In: Journal of Constructional Steel Research, v. 64, n. 4 (April 2008). (2008):
- Moment–rotation behavior of bolted top–seat angle connections. In: Journal of Constructional Steel Research, v. 65, n. 4 (April 2009). (2009):
- Assessment of load carrying capacity of castellated steel beams by neural networks. In: Journal of Constructional Steel Research, v. 67, n. 5 (Mai 2011). (2011):
- Reliability assessment of compression columns in seismic EBFs. In: Journal of Constructional Steel Research, v. 104 (Januar 2015). (2015):
- Direct displacement-based seismic design of semi-rigid steel frames. In: Journal of Constructional Steel Research, v. 128 (Januar 2017). (2017):
- Shear response of castellated steel beams. In: International Journal of Steel Structures, v. 15, n. 2 ( 2015). (2015):
- Energy-based pulldown analysis for assessing the progressive collapse potential of steel frame buildings. In: Engineering Structures, v. 123 (September 2016). (2016):
- Finite element modeling and capacity analysis of post-tensioned steel frames against progressive collapse. In: Engineering Structures, v. 126 (November 2016). (2016):
- The effect of axial beam force on moment-rotation curve of top and seat angels connections. In: The Structural Design of Tall and Special Buildings, v. 20, n. 7 (Juni 2011). (2011):
- Beam-attached steel plate shear walls. In: The Structural Design of Tall and Special Buildings, v. 21, n. 12 (November 2012). (2012):
- Performance of bolted angle connections in progressive collapse of steel frames. In: The Structural Design of Tall and Special Buildings, v. 20, n. 3 (Juli 2011). (2011):
- Finite element analysis of extended stiffened end plate link-to-column connections. In: Steel Construction, v. 9, n. 1 (Februar 2016). (2016):