Mina Seif
- Behavior and Limit States of Long-Span Composite Floor Beams with Simple Shear Connections Subject to Compartment Fires: Experimental Evaluation. In: Journal of Structural Engineering (ASCE), v. 146, n. 6 (June 2020). (2020):
- Local buckling of structural steel shapes. In: Journal of Constructional Steel Research, v. 66, n. 10 (October 2010). (2010):
- Stability of wide flange structural steel columns at elevated temperatures. In: Journal of Constructional Steel Research, v. 84 (May 2013). (2013):
- Behavior of axially loaded steel short columns subjected to a localized fire. In: Journal of Constructional Steel Research, v. 111 (August 2015). (2015):
- An empirical component-based model for high-strength bolts at elevated temperatures. In: Journal of Constructional Steel Research, v. 147 (August 2018). (2018):
- Design of Locally Slender Structural Steel Columns. In: Journal of Structural Engineering (ASCE), v. 140, n. 4 (April 2014). (2014):
- Finite element modeling of structural steel component failure at elevated temperatures. In: Structures, v. 6 (May 2016). (2016):
- 10.16: Behaviour of high-strength bolts at elevated temperatures under double-shear loading. In: ce/papers, v. 1, n. 2-3 (September 2017). (2017):